DE102023002883A1 - Global energy system - Google Patents

Description

(Chapter 01)

The rough description of the collective, centrally structured energy transformation system (KBSE)

(Chapter 02)

The rough, main area composition of the Collective, Railway Central Structured Energy Transformation System (KBSE)

(Chapter 03)

The shorter term of the first rank, which would describe the collective, centrally structured energy transformation system with only two words

(Chapter 04)

The terms abbreviated to # a few letters, with which on the one hand the collective, centrally structured energy transformation system, and on the other hand its main areas could be described in the shortest possible way

(Chapter 05)

The sectoral nature of the first main functional area of the collective, centrally structured energy transformation system (KBSE)

(Chapter 06)

The two functional sectors of a RETEC strand

(Chapter 07)

The three different sub-areas of the primary functional sector of a RETEC strand

(Chapter 08)

The structural nature of the first line of the primary sector of a RETEC strand

(Chapter 09)

The structural nature of the second line of the primary sector of a RETEC strand

(Chapter 10)

The structural nature of the third line of the primary sector of a RETEC strand

(Chapter 11)

+

The structural nature of each of the energy transformation plants, which normally function at least hybridly or trifunctionally and are generally equipped with one or more horizontally positioned wind rotors, the so-called Varla rotors, which would represent the elementary components of the first line of the primary sector of a RETEC strand

(Chapter 12)

The structural nature of each of the solar panel systems that would form the elementary components of the second line of the primary sector of a RETEC string

(Chapter 13)

The structural nature of each of the highly efficient, normally at least hybrid or trifunctional energy transformation systems equipped with one or two vertically positioned wind rotors, which represent the elementary components of the third line of the primary functional # everywhere # sector of a RETEC strand

(Chapter 14)

The different sub-areas of the secondary functional sector of a RETEC strand

+++++++++++++++++++++++++

(Chapter 03)

The sectoral structure of the first main functional area of the collective, centrally structured energy transformation system (KBSE)

(Chapter 03)

The sectoral structure of the second main functional area of the collective, centrally structured energy transformation system (KBSE)

(Chapter 04)

Abbreviation of the name of the collective, centrally structured energy transformation system “KBSE” to collective energy system “KES” or collective energy system “CES” ( )

(Chapter 04)

Type of integration of the different energy transformation plants

(Chapter 05)

The collective energy system in the form of a complete, all-encompassing energy transformation network

(Chapter 06)

Consumption areas of the electrical energy generated in the collective energy system

(Chapter 07)

The functional trinity of the more efficient energy transformation plants and the additional task of the RETEC areas as regional or supra-regional power lines #

(Chapter 08)

Collective fastening of the energy transformation systems of the RETEC area, which would automatically also result in a saving of the tower material required in principle

AS E:

(Chapter 09)

Branch line and over-line platforms

(Chapter 10)

The different ways of positioning an energy transformation plant

(Chapter 11)

The bifunctionalisation of conventional wind turbines, which until now have been designed as monofunctional

(Chapter 12)

Other partial sectors of the collective energy system (KES)

(Chapter 13)

The two basic material supply areas, which permanently provide CO2 and water

d

Water supply of the collective energy system

(Chapter 14)

Storage devices of the Collective Energy System (KES) also others, all #

(Chapter 15)

Modular energy conversion devices, which would generally be more advantageously integrated not only above ground, but in considerably large numbers in underground, vertically standing capsules

(Chapter 16)

Use of the Collective Energy System (CES) as a permanent, always renewable global energy source

W?

Descriptive presentation of the chapters in this paper

(Chapter 01)

+

The rough description of the Collective, Railway Central Structured Energy Transformation System (KBSE)

The invention or rather the new, energy-converting global project # is an all-encompassing energy transformation system in which the entire amount of energy to be consumed on Earth is to be obtained in its main volume from the area of motorways, country roads and also from the area of railway lines, which is why the fundamental characteristic of this global energy system, i.e. its rail centrality, should be declared as its # general technological # basic character. Thus, the so-called “Collective, Rail-Central Structured Energy Transformation System” (KBSE), or in English, the so-called “Collective, Road-Central Structured Energy-Transformation-System” (CRSE) is not only able to primarily supply all of the electrical energy of Earth's humanity both during the day and at night in a permanent manner, which could be used in all private households, in all office buildings, in all production facilities, as well as for lighting all of the world's cities at any intensity. World wide This system is also capable of producing, in the secondary line, all the fuels that are used in the form of hydrogen, LPG, gasoline, or possibly diesel on the highways, country roads, or even on the railway lines in many countries of the world, but also of producing those fuels that are used on a daily basis in ships and airplanes, and in all households and factories in the world. The placement of the detailed description of the "Collective, Centrally Structured Energy Transformation System" (KBSE) can be found in the form of the other # chapters of this treatise, titled in the following forms.

(Chapter 02)

The rough, main area composition of the “Collective, Railway Central Structured Energy Transformation System (KBSE)

The “Collective, Railway-Central Structured Energy Transformation System (KBSE)” consists of two groups of elementary, functionally complementary, globally distributed main areas, whose functional tasks are fundamentally aimed at converting renewable energies such as wind power and solar energy into electrical energy not only on the basis of the primary processes, but also, as part of the execution of the secondary processes, not only using the electrical energy already generated in its unconverted form, but also making it available in the form of substantial and thus separately usable energy sources such as hydrogen, LPG, ethanol, gasoline, diesel, clean ship fuels, kerosene for all propeller and jet aircraft in the world, etc. Each of the two functionally complementary, globally distributed main areas that make up the "Collective, Centralized Structured Energy Transformation System (KBSE)" in broad terms is made up of countless components that are elementary in their own totality, the so-called functional units or functional sectors. Each component of the first, functionally fundamental, globally distributed main area of the Collective, Centralized Structured Energy Transformation System that is elementary in its entirety bears the abbreviated name "RETEC". In contrast, each component of the second, functionally complementary, globally distributed main area of the Collective, Centralized Structured Energy Transformation System that is elementary in its own totality bears the abbreviated name "ACFUN". Each of the already abbreviated names, i.e. "RETEC" or "ACFUN", represents the short form of the corresponding complex designation form composed of five words, the terminology of which can be articulated in detail as described below. Thus, the simple term “RETEC”, to be used in the abbreviated form, is the result of the combination of the first letters of the five English words, which together express an associative, five-part complex meaning in this language. These five English words, which together articulate the meaning of the five-part complex technical designation, namely “Road Energy Transformation Equipments Chain”, together represent each, in its entirety, elementary component of the first, functionally fundamental, globally distributed main area of the Collective, Railway Central Structured Energy Transformation System. tems (KBSE), which would be articulated in the form of the abbreviated designation RETEC's. The simple term "ACFUN" shown afterwards, also used as an abbreviated form, was created in the same way from the composition of the first letters of the five English words, namely "Additive Complementary Field Units Net". The combination of these five letters, which together express an associative, five-part complex meaning, represents the abbreviated technical designation form, which would represent the name of each component of the second, functionally complementary, globally distributed main area of the Collective, Centrally Structured Energy Transformation System (KBSE) in short form. Thus, the totality of all ACFUN's in the world would represent the second main area of the collective, centrally structured energy transformation system (KBSE), which would accommodate the global collectivity of all "ACFUN's" on earth. The first two words that form the beginning of the unabbreviated form of the short term “ACFUN”, i.e. “Additive Complementary”, indicate directly that each, in its entirety as an elementary component of the second, functionally complementary, globally distributed main area of the collective, centrally structured energy transformation system (KBSE), namely “ACFUN's”, is nevertheless by no means a structural main factor of the global energy system, but a fundamentally complementary structural nature and thus merely a structural secondary factor, although each of the two main areas of this system would have to satisfy a functional complementarity characterized as parity in relation to the other main area.

(Chapter 03)

The shorter term of the first rank, which would describe the collective, centrally structured energy transformation system with only two words

In accordance with the title presented above, it should be noted that each of the two four-part complex terms, which are presented as less specified in technical terms, ie on the one hand the German term "Kollektives, Bahnzentral Strukturiertes Energietransformationssystem" (KBSE), and on the other hand the English term "Collective, Road-central Structured Energy-transformation-system" (CRSE), could also be represented by an even more abbreviated, much easier to use term.
Thus, the five-part complex term “Collective, Railway-Central Structured Energy Transformation System” as formulated in the German language would be abbreviated to “Collective Energy System”, and the equally five-part complex English term “Collective, Road-Central Structured Energy Transformation System” as used internationally would be abbreviated to “Collective Energy System”.

(Chapter 04)

The concepts abbreviated to # a few letters, with which on the one hand the collective, centrally structured energy transformation system, and on the other hand its main areas, could be described in the shortest possible way

From a functional point of view, the two abbreviated forms of designation presented above, ie "collective energy system" or "collective energy system", would not always and not at any point be able to present themselves as the really shortest forms of the term, since each of these two abbreviated forms of designation would also be able to be expressed in another, even shorter form, namely "KES" or "CES". However, while each of the forms of designation presented above and in the second place, i.e. both “Kollektives Energie-System” and “Collective Energy System” or each of their three-letter abbreviations, namely “KES” or “CES”, is not capable of simultaneously articulating the technical specificities of its more complex expression, i.e. on the one hand the complex German term “Kollektives, Bahnzentral Strukturiertes Energietransformationssyssystem” (KBSE), and on the other hand the similar English term “Collective, Road-central Structured Energy-transformation-system” (CRSE) in a detailed manner, another form of abbreviation would be capable of simultaneously representing a technical designation of the system under discussion here. Such a designation, which can be found in the form of the two-letter abbreviation “R&A”, would directly represent the two main functional areas of the collective energy system (KES), or the Collective Energy System's (CES), namely "RETEC's" and "ACFUN's"### Bala #, whereby the collective energy system, or in its English form, the Collective Energy System, could be expressed in the form of its technical nature. In this way, the abbreviated term "R&A" indicated above, which stands entirely isolated, would have been composed, quite apart from the middle connecting character "&", on the one hand from the very first letter of the first main functional area of this system, i.e. from the very first letter of the term "Road Energy Transformation Equipments Chain's" or "RETEC's"#, and on the other hand from the very first letter of the second main functional area of the same system, i.e. from the very first letter of the term "Additive Complementary Field Units Net's", or "ACFUN's"#. Thus, the last-level abbreviated term "R&A", which would be presented as another short term for this global energy system, would in its special form be able to not only indirectly articulate the international term "Global Energy System", which is expressed in the form of the equally international term "Collective Energy System", but at the same time would also be able to indicate the general # Bala # technical specificities of this all-encompassing energy transformation system in the shortest possible form. Therefore, the abbreviated form of the term "R&A" would in turn also in principle be able to have its specifically representative articulation used at the international level as a short, general conceptual form of expression, which would also be able to represent the rough technical nature of the "Global Energy System" (GES). In this way, one would be able to use the very simple term "R&A" or the extended term "R&A System" at the international level if one wanted to be oriented towards expressing the more complex term "Collective, Road-central Structured Energy-transformation-system" within the framework of the abbreviated articulation of the two main functional areas of this system. If one wanted to mention only one of the two main functional areas of this system, ie either the RETEC's or the ACFUN's area, in a separate, most abbreviated form, one would also be able to simply use the letter "R" for the RETEC's and the letter "A" for the ACFUN's area of this system, or continue to use "R-System" for the first main area and "A-System" for the second main area of the Global Energy System (GES).

(Chapter 05)

The sectoral nature of the first main functional area of the Collective, Railway Central Structured Energy Transformation System (KBSE)

• erstens jedes der beiden streifenartigen Nebenareale einer Landstraße bzw. den oberen Raumbereich der Letztgenannten, welcher entweder in alleiniger Weise, oder in komplementärer Form und somit in Kombination mit der einen bzw. mit den beiden seitlichen Platzierungsmöglichkeiten genutzt zu werden vermochte;
• zweitens jedes der beiden streifenartigen Nebenareale einer Eisenbahnstrecke bzw. den oberen Raumbereich der Letztgenannten, welcher ebenfalls entweder in alleiniger Weise, oder in komplementärer Form und somit in Kombination mit der einen bzw. mit den beiden seitlichen Platzierungsmöglichkeiten verwendet werden könnte; drittens einerseits jedes der beiden Streifenartigen Nebenareale einer Autobahn, oder im Falle der genügend großen Breite des zwischen den beiden Fahrbahnsektoren einer Autobahn befindlichen verkehrsfreien Bereichs auch diese Zone, und andererseits genauso, wie es bereits in Bezug auf eine Landstraße bzw. Eisenbahnstrecke beschrieben worden ist, den in den gleichen Arten zu charakterisierenden, über einer Autobahn, über jeder ihrer beiden seitlichen Außenzonen bzw. über der genannten mittleren Zone der selben Autobahn befindlichen Raumbereich, die alle zur optimalen Platznutzung der RETEC-Stränge zur Verfügung stünden;
• und schließlich viertens jeden unterirdischen Bereich #s Sektor # der Nebenbereiche einer Landstraße, der Nebenbereiche einer Autobahn, des verkehrsfreien mittleren Bereichs der Letztgenannten in völlig freier Weise in Anspruch zu nehmen, würde, im Großen und Ganzen gesehen, mit dem Kollektiven Energie-System (KES) ein globales, lediglich außerstädtisch platziertes # und daher, in Bezug auf die Bewohner jedes beliebigen Wohngebietes betrachtet, als vollkommen störungsfrei ausfallendes Energieproduktionssystem darstellen, welches Im Gegensatz zu den vielen, gegenwärtig im Betrieb befindlichen Windenergieanlagen keineswegs in die Lage käme, irgendwo auf der Erdoberfläche irgendwelche Bewohnerproteste hervorrufen zu dürfen. Ebenfalls in Bezug auf den Ausbau einer bzw. mehrerer Stromtrassen # betrachtet, welcher ohne das Kollektive EnergieSystem in jedem Land der Erde als ein nahezu unverzichtbares Projekt zu gelten hat, würde im Rahmen der Anwendung des Globalen EnergieSystems auf der gesamten Erdoberfläche als vollkommen überflüssig anzusehen sein, da infolge der globalen Verbindung der RETEC-Stränge mit einander der bereits in jedem RETEC-Strang erzeugte elektrische Strom imstande wäre, durch die jeweiligen, in der Regel fahrbahnparallel im # Erdboden befindlichen Verbindungskabel zu den RETEC-eigenen Verbrauchstellen, zu den nächsten Verbrauchstellen des selben Territoriums, sowie letztendlich auch zu allen anderen, ferner liegenden Verbrachstellen jedes Landes bzw. über seine Grenzen hinaus hinzufließen # zu dürfte. Ebenfalls im Rahmen der Realisierung dieser optimalen Form der Übertragung der bereits durch die RETEC-Stränge produzierten elektrischen Energie wäre man in der Lage, in keiner Weise mit Protesten der Grundbesitzer in Konfrontation zu kommen, welche im Falle des Ausbaus einer bzw. mehrerer Stromtrassen praktisch als eine vollkommen unvermeidbare Angelegenheit zu erachten sein dürfte.

The first main functional area of the collective, railway-centrally structured energy transformation system consists of countless, globally distributed, usually linearly #extended# and thus strip-like plant zones, which, depending on the choice, would either be located, less frequently, only on one side of each lane in use, or, in a much more efficient form, on each of the two sides of the latter, and would thus represent the so-called individual RETEC strands. In special cases, as is the case, for example, with some sections of the railway or the more restricted country roads, on one side of which there is not enough space, or on both sides of which there is not enough space, these RETEC strands could also be located partly above a lane. Each RETEC line above a roadway would also be able to exist in an additive manner, i.e. in addition to the one or both lateral RETEC lines of the respective roadway and thus to fulfil its energy-transforming task in an additive form as a complementary unit of the collective energy system (KES) running parallel to the one or both lateral RETEC lines of the roadway, which could also be considered for motorways in particular, apart from country roads and railway lines. In all structurally possible cases, the option considered extremely advantageous in techno-structural terms cannot be ignored that certain parts of a RETEC line, i.e. in general in particular the segments of its secondary sector, could also be located underground and thus generally in every secondary area of a roadway or, in a few cases, in the area of the traffic-free middle strip of a motorway that includes the guard rail and thus below the surface of the earth. The totality of such possibilities of placement of the RETEC strands, where one would be able to:

• Firstly, each of the two strip-like side areas of a country road or the upper area of the latter, which either in its own way or in a complementary form and thus in combination with one or both of the lateral placement options;
• secondly, each of the two strip-like secondary areas of a railway line or the upper spatial area of the latter, which could also be used either on its own or in a complementary form and thus in combination with one or both of the lateral placement options; thirdly, on the one hand, each of the two strip-like secondary areas of a motorway or, in the case of a sufficiently wide traffic-free area between the two carriageway sectors of a motorway, this zone too, and on the other hand, in the same way as has already been described with regard to a country road or railway line, the spatial area to be characterized in the same ways, located above a motorway, above each of its two lateral outer zones or above the aforementioned central zone of the same motorway, all of which would be available for the optimal use of space for the RETEC strands;
• and finally, fourthly, to make completely free use of every underground area (sector #) of the side areas of a country road, the side areas of a motorway, the traffic-free central area of the latter, would, on the whole, represent with the Collective Energy System (KES) a global energy production system, only located outside of the city # and therefore, as far as the inhabitants of any residential area are concerned, a completely trouble-free energy production system which, in contrast to the many wind turbines currently in operation, would in no way be able to provoke any protests from residents anywhere on the earth's surface. Also in relation to the construction of one or more power lines, which without the Collective Energy System would be considered an almost indispensable project in every country on earth, it would be considered completely unnecessary in the context of the application of the Global Energy System on the entire surface of the earth, since as a result of the global connection of the RETEC lines with each other, the electricity already generated in each RETEC line would be able to flow through the respective connecting cables, usually located parallel to the roadway in the ground, to the RETEC's own consumption points, to the nearest consumption points in the same territory, and ultimately also to all other, more distant consumption points in each country or beyond its borders. Also in the context of the implementation of this optimal form of transmission of the electrical energy already produced by the RETEC lines, it would be possible to avoid any confrontation with protests from landowners, which in the case of the construction of one or more power lines would be considered a completely unavoidable matter.

(Chapter 06)

The two functional sectors of a RETEC strand

Since each RETEC strand has to fulfil two fundamentally different functions, it itself consists of two functionally differently designed sectors, the first of which would be referred to as the so-called primary and the second as the so-called secondary functional sector of a RETEC strand, while each of these two functional sectors would then consist of its own sub-areas.

(Chapter 07)

The three different sub-areas of the primary functional sector of a RETEC strand, which would form the basic sub-areas of this sector

The three different sub-areas of the primary functional sector of a RETEC line, which would represent the basic sub-areas of the latter, are the energy transformation plants that are to be classified as of first priority in functional terms, which would generally have to convert solar energy and wind power into electrical energy. In special cases and thus in some urban peripheral areas, the primary functional sector of a RETEC line could also be occupied by those energy transformation plants that would also enable this sector to fulfil the task of being able to supply the heat energy obtained from the sun in an unconverted form and thus via a direct transfer route to the nearest consumption points. The primary functional sector would therefore consist of Sector of a RETEC strand in the majority of cases from the three regular functional basic sub-areas, each of which would in turn be composed of any number of individual, row-shaped and usually single-functioning energy transformation plants. The single-functioning energy transformation plants of each of the three longer sub-areas of the primary functional sector of a RETEC strand, which together would have to form a uniform row of plants, would together represent one of the three chain units to be referred to as primary RETEC lines. The primary functional sector of a RETEC strand thus usually consists of three electricity-generating RETEC lines, which would run next to each other and usually in parallel to each other. Within the framework of such a formation, the first line of the primary functional sector of a RETEC strand would consist of the energy transformation systems positioned in the first tier, usually at least hybrid or trifunctional, which in their basic version would be equipped with vertical-axis varirotors on the one hand and with double-arm, transverse horizontal-axis panel systems on the other hand, its second line would consist of the panel systems positioned in the second tier, placed close to the ground, and finally its third line would consist of the low-cost energy transformation systems positioned in the third tier, also usually at least hybrid or trifunctional, which would be equipped with the horizontal-axis rotors on the one hand and with double-arm, vertical-axis panel systems on the other. Thus, in terms of the overall structure of their community, we would be dealing with three different types of energy transformation plants, all of which together, as so-called primary roadway energy transformation plants, would represent the first main area of a RETEC line that only generates electricity, which, in accordance with what has already been described, should only have a threefold nature in its holistic basic structure. While these three different types of energy transformation plants would have to form the units of the basic structure of the primary sector of a RETEC line, this sector could optionally be equipped in an additive manner with other wind turbines that are conventional, but usually and depending on their structural expansion at least hybrid or trifunctional, in that the smaller conventional horizontal rotor wind turbines would usually be located closest to the respective roadway and the larger conventional vertical rotor wind turbines would be located furthest away from the aforementioned roadway. Furthermore, in particular, the arrangement of the different energy transformation plants, whose energy-converting areas have greater heights in relation to the ground, in their associated plant rows would be designed in such a special way that the transformation plants of one row would alternately be located approximately in the mouth area of the open gaps of the adjacent row, which would ultimately minimize the width of the primary sector of a RETEC line to the maximum and in this way also save the maximum amount of space required for the said sector.

(Chapter 08)

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The structural nature of the first line of the primary sector of a RETEC strand

The first line of the primary sector of a RETEC strand, in which wind power on the one hand and solar energy on the other hand would be converted into electrical power, would consist neither of the conventional high-tower wind turbines that have been used to date, nor of the solar panel systems that have also been widely used to date and are often of static design, but of the energy transformation systems that are much more energy-sensitive, have a medium to high tower design in their basic form, and are also usually designed to be at least hybrid or trifunctional. Such energy transformation plants, which simultaneously convert both wind power and solar energy into electrical power within the first line of the primary sector of a RETEC line, have a hybrid construction structure in the particularly complex way that their wind power converting area is composed of one or more vertical-axis varirotors and their solar energy converting sector is composed of one or more vertical-axis panel systems, while these vertical-axis panel systems usually have two arms.

(Chapter 09)

The structural nature of the second line of the primary sector of a RETEC strand

The second line of the primary sector of a RETEC string consists of the ground-level solar panel systems, in which each solar panel, depending on the design of the selected panel system and the latitude of its position, would be able to fulfil its functionality either as a completely immobile panel, as a panel that can only be pivoted in the vertical plane, as a panel that can only be rotated in the horizontal plane, or as a light-collecting panel that can be rotated in both the vertical and horizontal planes, while in the third case the vertical plane mentioned would also be rotated in the same horizontal plane during the horizontal rotation of the solar panel. These ground-level solar panel systems would be installed in any number in the basic structure of the first functional sector of a RETEC line, usually in rows of systems running parallel to the roadway, occupying the free areas of each of the two strip-like land areas, which would be located on both sides of a roadway and immediately adjacent to it, and would therefore primarily have the task of integrating the foundations of the towers of the energy transformation systems positioned both first and third in their # ground sector. The solar panels of these systems, as well as the solar panels of many other panel systems, would in principle be able to consist either only of electrically functioning solar cells and thus only convert the sun's radiant energy into electrical energy, or of both electrically functioning solar cells and thermally functioning flat tubes running directly and thus closely behind the solar cells mentioned, which would have the task of allowing the thermal energy of the sun's rays to be absorbed into the liquid material flowing in them and thus be able to pass it on to the respective heat exchangers or heat collectors.

(Chapter 10)

The structural nature of the third line of the primary sector of a RETEC pole

The third line of the primary sector of a RETEC line consists of the more efficient energy transformation plants, which are basically medium to high towers and are equipped with vertically positioned single or double rotor systems, each of which would either have to function as a monofunctional wind turbine or as a bi-, tri- or tetrafunctional energy transformation plant capable of fulfilling the tasks assigned to it. Such energy transformation plants, which could be equipped not only with a tower that cannot be extended in length, but also with a tower that can be extended electromechanically or electrohydraulically, would, due to the special design of their rotor blades, also represent the category of low-price wind turbines, or in English, low-price mills, and would thus make it possible to convert wind power into electrical energy all over the world, and especially in the poorer countries of our planet, at affordable prices. These wind turbines would also be able to have one or more horizontally positioned solar panel systems, usually in the form of two arms, in the lower part of their tower, and, as is also the case with the wind turbines of the first line of the primary functional sector of a RETEC string, described briefly above, to carry thinner solar cell layers on the blades of their single- or double-rotor constructed, vertically positioned wind turbine system, whereby the electrical current generated could be passed on by rotating electrodes.

(Chapter 11)

The structural nature of each of the energy transformation plants, which are normally designed to be at least hybrid or trifunctional and are generally equipped with one or more horizontally positioned wind rotors, the so-called varirotors, which are to represent the elementary components of the first line of the primary functional #6a sector of a RETEC strand

The structural nature of each plant unit, which represents the system element of the first line of the primary functional sector of a RETEC line, describes a specific construction that, with its highest possible functional sensitivity, is able to demonstrate the highest level of efficiency of these special wind turbines. Each of these energy transformation plants, which are much more sensitive in terms of energy consumption, are medium to high towers in their basic versions and are also usually at least hybrid or trifunctional in design, and which form the very first basic construction elements of the first main functional area of the Collective, Railway Centrally Structured Energy Transformation System (KBSE), consists in its rough structure of three main plant sectors. The first main sector of an energy transformation plant, which is much more sensitive in terms of energy consumption, in its basic version a low to medium-high tower and normally functions at least hybridly or trifunctionally, is formed by the system tower, which is usually structured in a grid-like manner and which acts as the supporting framework of each system unit and would have to hold the remaining devices of such an energy transformation plant at the respective heights. Depending on the choice, this tower would either be manufactured in an elongated, non-changeable structure or, thanks to the use of electromechanical or electrohydraulic functionality, would be able to fulfil its supporting function in an extendable form. The second main sector of an energy transformation plant, which is much more sensitive in terms of energy consumption, in its basic version a medium to high tower and normally functions at least hybridly or trifunctionally, is formed by a wind rotor rotating in a horizontal plane, the so-called vari-rotor, the functioning of which is in no way dependent on the wind direction. And finally, the third main section of such an energy transformation plant is much more energy sensitive, in its basic version is a medium to high tower, and normally functions at least hybridly or trifunctional, and usually consists of at least two solar wings, which are also located in a horizontal plane and are aligned eccentrically to the side of the plant tower in relation to each other. These solar wings, which extend in opposite directions on both sides of the plant tower, were able, depending on the chosen design of the respective plant, to be located either only below the vari-rotor area or only above the latter, or to be installed in a double system form both below and above this area. Such solar wings would usually be able to rotate automatically due to the combinatory, completely automatic mobility of their uniform or partialized solar blade, i.e. on the one hand, as a result of the rotary movement of the arm of each solar wing in the respective horizontal plane and about the axis of the plant tower, and on the other hand, as a result of the angular movement of their solar blade in the respective vertical planes, which can be carried out about the axis of the arm of the respective solar wing, which is always horizontal, be able to keep their solar blades moving throughout the day in a completely combinative manner and thus simultaneously both in the horizontal plane and in the relevant, constantly alternating vertical planes, which would be functionally both controlled and guided by the operation of a corresponding sensor system, with their solar blades tracking the sun face to face throughout the day, which, viewed in relation to the surface of each of the two solar blades, would remain permanently in the same position, which would be in the perpendicular line to the surface of each solar blade. In this way, and thanks to the constant, precise tracking of the sun's movement by each of the two solar panels throughout the day, the sun would always be in the immediate vicinity of the vertical line on the solar panel of each solar wing throughout the day and would therefore be able to remain permanently face-to-face with each solar panel, which would also allow the maximum absorption of the energy from the sun's rays falling on the solar cells. The rotational movement in the horizontal plane of each pair of solar wings that would be combined with the system of such a wind turbine could, depending on the chosen installation position of the respective pair of solar wings, take place either due to the rotational movement of an external, usually partially falling tower casing, a dome located at the top of the turbine tower, or due to the rotational movement of the turbine tower itself.

(Chapter 12)

The structural nature of each of the ground-level solar panel systems that would form the elementary components of the second line of the primary sector of a RETEC string

In the first and therefore simplest design version of the solar panel systems, we are dealing with the rough structure of such systems in such a way that each of these systems usually has a single, uniform or partialized solar sheet of the immobile type. Thus, each individual solar panel system that is equipped with a single, uniform or partialized solar sheet would only be able to represent a one-sided solar panel system in each of the two possible design versions of this type and in this way it would be able to fulfill its function either as a purely morning-active or purely afternoon-active solar panel system. In the second design version, each solar panel system that has no segmental mobility whatsoever would be provided with a non-rotatable solar plate on each of its two sides, which would enable solar panel systems of this type to fulfill both a morning and an afternoon function. However, from an energy perspective, these two types of solar panel systems are relatively inefficient devices, which is why solar panel systems with a movable solar blade are likely to be a much, much better alternative. Each of the solar panel systems in a row, whose solar blade could only rotate in a vertical plane, could have its own, arbitrarily structured movement device in one design version, which should generally be subject to a completely automatic mechanism.
The mechanism of such a movement device, which usually runs completely automatically, could be subject to either a row-centralized or a row-decentralized movement control, as desired.
In the other design version, each of the solar panel systems in a row would be provided with a movement device, also designed in any shape, which would function as part of an overall control system. In this way, such an overall control system would be responsible not only for a single solar panel system, but also for a certain number of solar panel systems in one or more rows. Therefore, in such a constellation, the movement of all mechanically associated solar panel systems would only be possible in a row-central manner. In the context of either of the two options mentioned above, this would ultimately result in the solar blade of each solar panel system of this type being able to hold the sun in the plane in a completely automatic manner both during the morning and during the afternoon, which could have a 90-degree angle with the respective vertical plane positioned perpendicular to the solar blade, and with the solar blade itself. The rotational motion of a uniform or partialized solar blade could generally take place in two different mechanistic forms.
In the first mechanical form, such a solar blade would be able to pivot in the respective vertical plane and thus in one or the other direction of rotation due to the rotation of the axis of rotation located underneath it or, in the case that it was divided into two halves, due to the rotation of its central axis of rotation. In such a type of system, the rotation of the axis of rotation of such a solar blade would be transmitted to the latter by means of an inclination-causing gear wheel with which this axis of rotation would be provided. In the second mechanical form, rotation could take place as a result of the linear axial movement of a sliding rod, which would exert a pushing or pulling force on an eccentric point on the back of the solar panel either hydraulically or due to the electromechanical rotation of a threaded cylinder. With a centrally guided rotation of the solar panels, with which the solar panel systems of the second design type would be equipped, their joint rotation, which would only take place in the vertical plane, could be achieved either by using rotating motion-transferring rods provided with expansion buffer zones, or by using any type of articulated chain. In such a constellation, many solar panel systems would be connected to a single drive system, usually located in the middle or on the side of their row and functioning in a completely automatic manner. The solar panel systems equipped with a solar panel that could rotate in both the vertical and horizontal planes would finally represent the third design type of these systems. In such systems, the vertical axis carrying the solar panel would also have to perform an extremely slow rotational movement throughout the year in any mechanical form, such that the sun could remain permanently in the vertical plane perpendicular to the solar panel. This second type of movement of the solar panel of each solar panel system of the third type of construction would generally be carried out in a similar way to the rotational movement of the solar panel of the solar panel systems of the second type of construction, in a completely automatic manner. Within the framework of such a possibility, this rotary movement could either be carried out decentrally in the row and thus based on the functionality of the own, arbitrarily structured movement device of each solar panel system, which in the better functional form could take place in an electromechanical manner, or this rotary movement could be brought about centrally in the row, as would take place due to the use of the motion-transmitting connecting tubes or connecting joint chains. , as was described for the solar panel systems of the second design type for the single movement of the solar blades. Apart from the fact that sliding connecting tubes or connecting joint chains could be used in place of the rotating connecting tubes or connecting joint chains in a not necessarily very advantageous way, the complex mobility of the solar blade of each of the solar panel systems of the third design type could take place due to the use of a single connecting tube or a single connecting joint chain, which should not necessarily be seen as very advantageous.

(Chapter 13)

The structural nature of each of the highly efficient energy transformation plants, normally designed to be at least hybrid or trifunctional and equipped with one or two vertically positioned wind rotors, which are to represent the elementary components of the third line of the primary sector of a RETEC line

Such an energy transformation plant would, in all four structural scenarios and in particular in relation to its basic functionality, represent a basic version of a wind turbine, which would either be equipped with a single wind rotor in a vertical plane, or it would have a wind rotor on each of the two sides of its tower, making a total of two wind rotors of the same functional type. These energy transformation plants, which are designed to be extremely specific in terms of efficiency, would be located in the primary sector of a RETEC line, which would be further back in relation to the roadway and would therefore normally form the third or last line of the primary sector of a RETEC line. Secondly, there is the first area of the collective, railway-centrally structured energy transformation system R&A, i.e. its RETEC division, from the so-called simple or combinatively structured lightweight wind turbines, which would be able to enormously accelerate the realization of a global energy transition due to their relatively low manufacturing, transport and installation costs.

(Chapter 13)

The structural nature of the highly efficient energy transformation plants

(Chapter 14)

The different sub-areas of the secondary functional sector of a RETEC strand

In addition to the fact that the three different primary RETEC lines form the so-called primary functional # bala # sector of a RETEC line, which would normally only consist of the energy transformation plants that produce electrical power, the secondary functional sector of a RETEC line would be composed for the most part of the energy transformation plants that consume electricity. In a similar way to the description of the primary functional sector of a RETEC line, in that this sector consisted of several functional sub-areas or several primary RETEC lines, the secondary functional sector of a RETEC line also consists in a structurally more or less comparable manner of several functional sub-areas or several secondary RETEC lines. However, in contrast to the primary RETEC lines, each of which is able to operate completely independently of other lines, within the framework of the respective target In order to create a functionality that can be regarded as complete, each of the secondary RETEC lines is not capable of creating a functionality that fails in the same way on its own. Therefore, each of the secondary RETEC lines is subject to the absolute necessity of entering into a functional partnership with the relevant complementary lines. For this reason alone, the secondary RETEC lines could be classified into specific groups, the so-called functional sections, each of which would thus be linearly partialized and therefore ultimately not consist of monoformitary systems, but of differentiated functional sub-areas. In this way, we would be dealing with various functional sections in the secondary functional sector of a RETEC strand, each of which would have the task of ultimately creating a functionality that is diversely partialized but overall complete. The functionally different sections that would have to be located in the secondary functional sector of a RETEC line include, first and foremost, the carbon dioxide supply section, which would then be followed by the water supply section, the hydrogen supply section, the methane supply section, and finally the section for the supply of fuels and other chemical compounds.

(Chapter 15)

The first sub-area of the secondary functional sector of the RETEC strand, which as its first functional line has the task of providing carbon dioxide mainly from the Earth's atmosphere

The first -functional zone- part of the secondary functional sector of a RETEC strand or the first secondary RETEC line consists of differently functioning plant units, at the beginning of which are the large-scale air extraction plants such as the so-called long-distance pumps or large-scale air turbines, etc., which have the task of taking the CO2-containing air from the earth's atmosphere and then transporting it to the plants located downstream of them. -they -- as well as their processing processes-- have as their task. Each of the other systems located in this first sub-area of the secondary functional sector of a RETEC line after the first systems mentioned above, -The second functional zone of the secondary sub-area of a RETEC line or the second secondary RETEC line consists in its external form of a long, usually vertical capsule, which has the task of having devices installed in it that extract the carbon dioxide present in the air volumes supplied to it, using the most effective mechanisms possible. -from the CO2-absorbing liquid mass located in these systems. The third functional zone of the secondary sub-area of a RETEC line or the third secondary RETEC line, which also consists of the longer, capsule-like and usually vertical systems, has the task of extracting the carbon dioxide already absorbed from the liquid masses that absorb it. And finally comes the fourth functional zone of the secondary section of a RETEC strand or the fourth secondary RETEC line, which also consists of the longer, capsule-like and usually vertical CO2 tanks, which completes the carbon dioxide supply section. Pumps above and below ground + the permanent availability of carbon dioxide that can be processed directly in chemical form, -, and usually underground capsule-like- The third functional zone of the secondary section of a RETEC strand or the third secondary RETEC line is made up of the plant units whose primary task is to collect rainwater and treat it. In deviating, less regular cases, the required water quantities can also be obtained from other - river and lake water - from the nearby water resources. These nearby water resources include primarily local and regional rivers and lakes. If the latter water resources are also not available, it would be possible to obtain the water quantities required for a RETEC line from local or regional groundwater areas, or ultimately from the municipal water pipe networks. The fourth functional zone of the secondary section of a RETEC line or the fourth secondary RETEC line also consists of the capsule-like, usually vertical, and normally underground water tanks, which would have to ensure the permanent availability of the water in a largely purified form. ++ such as from the one after which its treatment would have to take place, the influence of the local or regional tap water in the secondary section of a RETEC line, and ultimately its inflow to the third functional zone of the same secondary section of the respective RETEC line. ++ The third # function The primary zone of the secondary section of a RETEC line or the third secondary RETEC line is composed of plant units whose task is to produce hydrogen using the electrical energy generated in the primary section of a RETEC line. The fourth # functional zone of the secondary sub-area of a RETEC strand or the fourth # secondary RETEC line is made up of plant units which produce methane using the + The fifth # functional zone of the secondary sub-area of a RETEC strand or the fifth # secondary RETEC line is made up of plant units which produce other chemical compounds using the + The sixth # functional zone of the secondary sub-area of a RETEC strand or the sixth # secondary RETEC line is made up of plant units which store other chemical compounds that have already been produced + The seventh # functional zone of the secondary sub-area of a RETEC strand or the seventh # secondary RETEC line is made up of plant units which would have the task of producing complementary electrical energy and feeding it into the regional grid, and would do so at times when the intensity of the generation of renewable electrical energy in the relevant territory falls below a certain # minimum limit.

The -secondary- components of the -first global- second # main area of the collective, centrally structured energy transformation system (KBSE)

After the components of the primary sub-area of a RETEC line already described above, it is time to describe the components of the secondary sub-area of the latter, which are designed to process the electrical energy already generated in the primary sub-area of the respective RETEC line within the framework of the implementation of the objectives set for them. These components of the secondary sub-area of a RETEC line have the task of managing both the production and the storage of certain energy-bearing substances, such as hydrogen, methane, or molecularly more complex fuels such as ethanol, petrol, ship and aircraft fuels, etc., which would be produced from carbon dioxide on the one hand and from water on the other hand during the implementation of the associated chemical processes. + Finally, the remaining energy conversion plants come into play, which would have to complete the first area of the collective energy system R&A in fourth place.

(Chapter 03)

The sectorial structure # nature # of the -second # secondary # functional main area secondary sub-area of a RETEC strand

(Chapter 03)

The sectoral structure of the second main functional area of the collective, centrally structured energy transformation system (KBSE)

(Section: 03)

The primary components of the second global main area of the collective, centrally structured energy transformation system (KBSE)

As will be described in more detail in later sections of this presentation #v, the collective energy system (KES) would also include every high-tower energy transformation plant that has been used everywhere up to now as a conventional wind turbine, which up to now has only had to function in a conventional form and thus only as a monofunctional device. Such a plant could either be used as an energy transformation plant that remains monofunctional system can retain its simple service and thus continue this simple service in the second global area of the collective, railway-centrally structured energy transformation system (KBSE), or can be upgraded with solar wings in a corresponding manner and then be integrated as a hybrid functioning energy transformation system in the second global area of this collective energy system (KES). Such a # wind turbine, be it in the conventional monofunctional form or in its new bifunctional form, would generally almost never be able to be used within a RETEC strand # element # area # because its excessive size would not be able to allow such an option in an entirely unproblematic manner. Therefore, these conventional wind turbines would normally only be able to continue to function as a simple energy transforming system outside the RETEC area and thus only in the ACFUN area of the collective energy system (KES), or be able to continue their task as a hybrid designed energy conversion system. Apart from the paneling of its tower and also apart from upgrading it with solar panels, such an energy transformation plant in the second global area of the collective energy system (KES) would then either have further energy conversion components added to it, or the plant could continue to operate without these additional components, as has been the case up to now, and thus always function as a pure electricity producer.

(Section: 04)

The primary components of the second global main area of the collective, centrally structured energy transformation system (KBSE)

(Section: 04) 5

Type of integration of the different primary #d energy transformation plants

As was briefly explained above, within the collective energy system (KES) we are generally dealing with two clearly separate types of integration of the primary energy transformation systems, whereby one type of primary energy transformation system would be assigned to the RETEC area and the other type to the ACFUN area as a component that essentially belongs to it. If an energy transformation system that belongs to the # primary sub-area of a RETEC line is properly located within the series of system units of a RETEC area, we speak of the internal integration of such a system. On the other hand, we would speak of the external integration of an energy transformation system that essentially belongs to the primary sub-area of a RETEC line if such a system were located outside the series of system units of a RETEC line and thus in a sector of the ACFUN area. Exactly the same principle applies to the energy transformation plants, which in principle belong to the AKFUN area, but were located in the sectors of the RETEC area.

(Section: 05) 6

The Collective Energy System (KES) in the form of a complete, all-encompassing energy transformation network

In the context of the fact that the sectors # line # of each RETEC area # strand of the first global area of the collective energy system (KES), which primarily consist of the energy transformation plants already mentioned, which usually function at least in a hybrid manner, i.e. # chain-like constructed # bala # the "road energy transformation strands" would not only generally be connected to each other # but would also be allowed to maintain an intersystemic # connection with the individual sectors of the ACFUN area of this system at a regional or supra-regional level, we would then have a collectivized # interaglerization, or in other words, with an overall coordination perativity of all, primarily energy-converting, plants, which would have to take place between the new energy transformation sectors and the conventionally existing energy transformation structures. ++ Within the framework of a structurally failing collective combinativity, all of these would just as often be able to enter into intersystemic connections with other individual wind turbines or solar energy plants working in groups, which, however, as already briefly indicated, would not be located directly on the roadways, but at other various #, individually # selected # locations, as has been the case up to now with the conventional wind turbines or solar energy plants already located at more or less irregularly positioned locations. ++ ++In this way, from now on we are no longer dealing with a simple term for the wind turbines and solar energy plants located irregularly on land, which until now were simply referred to as wind turbines and solar energy plants, but with two clearly differentiated terms, one of which indicates the traditional position of such plants and the other the new position. ++ Thus, on the one hand we are now dealing with the term for the wind turbines and solar energy plants previously located everywhere on land, which from now on will be referred to as field wind turbines and field solar energy plants, and on the other hand with the term for the new wind turbines and solar energy plants, which usually function at least in a hybrid manner and which would have to be placed on or above the roadways as elements of each sector of the RETEC area of the collective energy system R&A. And because each of the energy transformation plants in the second area of the collective energy system is positioned differently # on or above a "roadway", it would be referred to simply as a "railway energy transformation plant" or "BETA", or in English as a "Road Energy Transformation Mill" or "RETM", using the uncomplex root noun "rail". With the sectors of the RETEC area of the collective energy system R&A located on or above the different roadways, but usually interconnected, we would then have a broad first-sector energy transformation network at our disposal, the individual roadway energy transformation plants of which, or in relation to the interconnection of the energy transformation strands, + the individual sectors of its RETEC area would be subject primarily to local, completely automatic regulation # modernization # harmonization # of the power fluctuations occurring there. ++ to do with a wide-area network of RETEC areas, + viewed as collective energy transformation units, a network of RETEC systems, + in which wind power and solar energy could be converted into electrical energy at a regional or supra-regional level. dobareh ++ On the one hand due to such networking and on the other hand as a result of such automation of the regulation of each locally occurring amount of energy, the end result would be that the fluctuations in energy consumption, as is often the case when using wind power and solar energy systems, would largely cancel each other out and in this way the overall flow of electrical energy generated could be largely harmonised. If the energy flow of electrical current in a local area is weaker than the intensity required by the current consumption level there, the gas-powered generators would immediately start up and completely compensate for the electricity intensity deficit that has arisen there, whereby the gaseous fuel could usually be either methane or, under certain circumstances, hydrogen. If, on the other hand, in such a local area the energy flow of the electric current were stronger than the intensity required by the current level of consumption, the surplus electric energy would be automatically passed on to the energy storage facilities to be conserved there for a period of time. As a rule, however, in the partial areas of the collective energy system, energy storage will be more frequent than energy recycling, since this system does not only function locally and thus, due to its widespread regional or supra-regional nature, it should be able to absorb enormous amounts of energy practically day and night and therefore at all times. Due to the use of the ACFUN area of the collective energy system R&A, the energetic cooperation that takes place primarily between the sectors of the RETEC area of such an energy conversion network would not be specific to these sectors alone. Not only would many or all of the so-called field wind power and field solar energy plants be able to be connected to such a cooperative system, but also many or all of the energy conversion plants that function in other ways, such as hydroelectric power plants, natural gas power plants, bioenergy conversion systems, and in addition to them even the still existing coal and nuclear power plants, which, viewed as a whole, would also be able to complete the collective energy conversion network in an additive manner.
OK+ x
In contrast to coal-fired and nuclear power plants, which, due to their functional nature, do not in principle have any acceptable environmental compatibility, gas-fired power plants operated with natural gas would not be able to be replaced by the global establishment of the collective energy system R&A, since they would then be able to continue their previous functionality due to the combustion of the methane obtained from this system.

(Section: 06) X

Consumption areas of electrical energy generated in the Collective Energy System (KES)

All of the electrical energy obtained from all primary energy conversion units of the collective energy system (KES), and in particular all of the electrical energy that could be obtained through the use of the chain-like constructed roadway energy transformation areas #, would be consumed primarily in two main consumption sectors. In the first main consumption sector, the direct consumption of the first part of all of the electrical energy obtained by means of the collective energy system (KES) would have to take place, as is the case, for example, with the consumption of electrical energy in industrial production facilities, in office buildings, in households, in street lighting, or in other areas of energy consumption not mentioned here. In contrast, the second part of the total electrical energy generated by the collective energy system (CES) would have to be consumed in the second main consumption sector, primarily for the production of hydrogen, which in turn would be able to be consumed in different ways depending on the type of standardization of the fuels chosen. Thus, depending on the choice, the hydrogen generated could be used partly as a direct fuel and partly as a component basic substance for the production of other, molecularly more complex fuels, as is the case, for example, in the fuel cells of purely or partially electrically powered cars, or in vehicles equipped with hydrogen engines. Furthermore, it would be able to find its actual main use as a fundamental energy-carrying substance, which could be brought about in corresponding ways for the production of other energy-carrying substances. The entire amount of hydrogen produced, as a rule from water and in particular from rainwater, would - apart from the direct use of hydrogen in vehicles - be able to find its main consumption in three different areas. In the first main consumption area, part of the amount of hydrogen obtained through the use of renewable energies would be allowed to serve as a primary energy storage device in such a way that, if so selected, it would be used directly and thus instead of secondary fuels such as methane, etc., primarily in the stationary, hydrogen-consuming combustion engines of the backup generators in the RETEC areas. This type of consumption of the first part of the total amount of hydrogen produced would only be useful in times when the conversion of the renewable energies, which are usually fluctuating to a greater or lesser extent, would have its weaker phases and for this reason the backup generators would have to be powered in addition to increase the low power intensities accordingly. In the second consumption area #, the # would either be able to be consumed directly in the hydrogen-consuming combustion engines or in the fuel cells of mono-consumer vehicles, or would have to be consumed in the same way in hybrid-powered vehicles. In the third consumption area, it would have to be used as a proportionate base material for the -primary- production of methane as a secondary combustion gas, which would have to be synthesized primarily in the stationary methane production units of the RETEC areas of the collective energy system (KES) from hydrogen on the one hand and from carbon dioxide on the other.

(Section: 07)

The functional three- or fourfold nature of the RETEC first-tier, much more efficient energy transformation plants and the associated additional task of the RETEC areas as regional or supra-regional power lines, sections and intermediate sections ###

As already mentioned at the beginning of the description of the RETEC areas, i.e. the chain-like constructed roadway energy transformation areas of the collective energy system (KES), these areas consist primarily of the energy transformation systems that are much more sensitive in terms of energy and therefore much more efficient. Such energy transformation systems, in their completely specific design, represent the particularly efficient way of combining wind power and solar energy systems in a single unit, which is part of the systemic unification the first stage usually only had to fulfil their task in a combinative energy conversion and thus in a complex manner of the first degree. This very special type of energy transformation plant, which on the one hand would have to convert wind energy into electrical energy using its horizontally rotating vari-rotors while utilising the highest possible transformation sensitivity, and on the other hand would also be able to capture solar energy with the highest possible intensity and convert it into the same electrical energy with its solar blades which carry out both horizontal and vertical angular movements in a completely automatic manner, would in principle not only be able to satisfy these two energy conversion tasks, but would also fulfil a third functionality in an additional form, which could increase its basically high efficiency by an even further considerable level. The fulfillment of this third functionality consists in the tower of each of these initially hybrid designed energy transformation plants not only having to act as a carrier for each associated varirotor, or furthermore, not only as a carrier for the respective solar wings, but in an even further form of functionality it would also be able to function as a carrier for the low, medium or high voltage power lines to be laid above ground, which would have to transport the electrical energy both in regional and supra-regional areas. Retec lines would first be used near the cities and municipalities. In other words, by using the "road energy transformation areas of the collective energy system (KES) we would not need any north-south, nor any east-west power lines, since the front line of the RETEC areas of this system is able to fulfill such a task in principle in a complete manner. Furthermore, nowhere in the outskirts of cities would we consider any other irregular electricity-transporting lines to be necessary, which, as overhead or underground power lines, had to connect every energy-producing location with every energy-consuming location over regional or extra-regional distances. This is the case for the very simple reason that the towers of the energy transformation plants, which are much more energy-sensitive and are basically designed as trifunctional, and which form the first row of primary energy transformation plants in the RETEC areas of the collective energy system R&A, would also be able to fully take over the transport of electrical energy from any location to another as power pylons, since they would be present from the outset in such rows of plants in the RETEC areas of the collective energy system R&A that extend over longer distances. Due to the fact that such energy transformation plants, which are basically designed as trifunctional, would be located alongside motorways, alongside country roads and also alongside railway tracks in one basic positioning version, and that they might also be able to be located above the aforementioned roadways in another positioning version and in correspondingly differentiated forms, we then had to find no conceivable restrictions in the fulfillment of the third task of these special, much more energy-sensitive energy transformation plants in terms of the appropriateness to the level of the required electricity transport intensity. This is the case for the very simple reason that we would always have more than sufficient capacity available for both the single-row and especially the double-row RETEC lines, which run parallel to each other, to have the towers of the trifunctional energy transformation plants in the RETEC areas carry the above-ground power lines.

(Section: 08)

Comprehensive reinforcement of the energy transformation facilities of the first and third lines of the primary sector of each RETEC line and the use of the additional middle power lines

++ddd
, which would automatically also result in a saving of the tower material that is fundamentally required
++ddd
Each of the trifunctional energy transformation plants of the first and third lines of the primary sector of a RETEC line, located along the highways, country roads and railway tracks, would generally receive its all-round stability in its basic form by creating a three- or four-sided fastening, which could be achieved by means of suitable connecting points, the lower end of which was - on the one hand - attached to the ground. This basic form of fastening such a plant to the ground could, however, be further strengthened if an additional fastening structure were also created between the individual plants themselves, thus creating a holistic connection between them. other anchoring. Both the above-mentioned ground fastening of these systems and their additional anchoring to each other would mean that a tower with correspondingly less material would be used, thus achieving considerable material savings. This primary form of fastening of the above-mentioned trifunctional energy transformation systems would be such that each of these systems, which would be attached to the ground due to the use of three or four connecting cables, would generally have to be anchored to the ground and to its neighboring systems using correspondingly strong springs. +Anchoring # of the trifunctionally designed energy transformation systems on both sides of a narrow roadway to each other, while each of them maintains its own separate attachment to the ground #:In such a case, such systems could be attached to the ground with either three or four connecting cables, depending on the size of the width of the side strip of a narrow roadway used and as desired. In the event that these systems are to be anchored to the ground using three fastening points rather than four, the trifunctionally designed energy transformation systems, such an attachment would be designed in such a way that of the three aerial ground cables, one of the external fastening cables would run diagonally down from an upper area of the respective system tower to the ground in a vertical plane perpendicular to the roadway and the other two fastening cables would run diagonally down from an upper area of the respective system tower in a plane that is also vertical but parallel to the roadway. 7As a second option for the primary fastening of the trifunctional energy transformation systems, each of these systems is connected to three adjacent systems by three horizontally running connecting cables, in such a way that it is fastened on the one hand by two connecting cables to the two adjacent systems of the same RETEC line and on the other hand by a transverse connecting cable to the system that is opposite it, i.e. in the other RETEC line on the other side of the road and parallel to the first. Another additional fastening option for the trifunctional energy transformation systems is their secondary fastening, which would consist in fastening such systems of the two RETEC lines running parallel on both sides of a road primarily by using the horizontal, X-shaped cable systems in such a way that four systems each form a connecting cell. In the second line of secondary fastening of these systems, the center of each of these X-shaped connecting cells would be fastened by means of the two horizontal connecting sides running parallel to the roadway, on the one hand to the center of the connecting cell before it, and on the other hand to the center of the connecting cell after it, whereby the two RETEC strands running on both sides of a roadway, in combination with their primary fastening, would be able to achieve uniform, extremely solid stability. Each of the six-pole connecting elements, which are usually arranged horizontally and are located in the center of each connecting cell and thus allow each horizontal connecting cable to function as a binding element within the framework of its two-part structure, could carry a hanging binding system at its center, which would consist on the one hand of either a vertically falling cable or a rod in a similar position, and on the other hand of an electrically insulating ceramic or plastic part. This hanging system # ? would then be connected to a support device of any structure, which, as required, had to support one or more above-ground power lines lying in one or more horizontal planes. +not only be equipped with tension force adjustment devices, but also, as selected, with correspondingly strong springs of any structure. ++and also generally represent uncomplex, i.e. monostructural, systems. ++ The fastening of the less energetically sensitive energy transformation systems in the second # row # third line of the primary sector of each RETEC strand, the so-called simple or combined lightweight wind turbines or lightweight wind and solar energy systems # separable? # can be anchored in any form, but ideally on the one hand by means of four connecting points to the ground, and on the other hand by means of two of the usually horizontal connecting cables to the two adjacent energy transformation systems in the first row of the same RETEC strand.

The structure of the foundation area of the support towers of the at least hybrid or trifunctional energy transformation systems of the first and third line of the primary sector of a RETEC line

While the foundation area of the tower of each of the energy transformation plants mentioned above can in principle be designed according to individual preference, the structure of a foundation area, which would be able to simplify the construction of such a plant in technical and installation terms, would certainly be of great advantage.

(Section: 09) X

Branch line and overhead railway platforms tank

• Die Betankung der Flugzeuge aller Art und unter ihnen insbesondere die der Passagiermaschinen fand bis jetzt an größeren bzw. kleineneren zentralen Flughäfen statt. Die Nachteile dieser zentralen Batankungsmöglichkeit sind in zwei bekannten Vorgehensweisen in den Formen zu finden, dass im Zuge des kleineren Nachteils der Flugtrelbstoff erst über längere Strecken und mittels der Tankwagen von den Ausgangsstellen # lieferstellen # zu diesen zentralen Flughäfen hintransportiert zu werden braucht, was einerseits mit größerem Aufwand und daher auch mit höheren Kosten verbunden Ist, und andererseits wegen des entsprechenden CO2-Ausstoßes, welcher über diese längeren Strecken stattzufinden hat, als in gewissem Grad klimaschädlich einzustufen Ist. Im Zuge des viel, viel größeren Nachteils ist die zentrale Betankung der Flugzeuge in der Hinsicht zu bemängeln, dass die Flugzeuge in der Regel zwischen dem Anfangs- und dem Endort ihrer gesamten Route# vorerst allein betankungsbedingt keinerlei gradlinigen, sondern einen mit größeren Abweichungen versehenen ungradlinigen # nicht # Flugweg beschreiten müssen, um zwischenzeitlich betankt zu werden. Es ist zu bemerken, dass nicht nur die zentrale Betankung der Flugzeuge ist, die In primärer Form diese beiden Nachteile In sich beherbergt und verursacht, dass die Flugzeuge einen ungradlinigen # Flugweg beschreiten müssen, sondern auch die zentralen Flugunterbrechungen, welche insbesondere für Passagier- und Frachtmaschinen zum Zwecke des zentralen Passagier- bzw. Frachtumschläge vorgenommen werden müssen.

Und letzten Endes nicht nur wegen dieser beiden Nachteile, sondern auch aufgrund der entscheidenden Vortelle, welche dezentrale Flughäfen, die so genannten Road Supra Airports (RSA), bieten, würden in der unmittelbar bevorstehenden Zukunft die zentralen Flughäfen der Welt mehr und mehr an ihrer bisherigen großen Wichtigkeit verlieren dürfen, da sie keinesfalls imstande sein werden, mit # den Road Supra Airports (RSA) ernsthaft zu konkurrieren. Ein Road Supra Alrport (RSA) als dezentral fungierender Partialflughafen bsteht in der Regel und somit in seiner Grundversion aus einer einzigen Lande- bzw. Startbahn, deren Fläche sich längst eines gradlinigen Streckenabschnitts einer Autobahn, einer Landstraße, oder einer Hsenbahnstrecke und in einer der Baustruktur und somit der Etagenzahl entsprechenden Hohe über dem jeweils gewählten gradlinigen Verlaufsbereich einer dieser Mobilitätsmedien zu befinden hätte. Die Fläche der Lande- bzw. Startbahn eines Road Supra Airports (RSA) würde somit je nach gewählter Baustruktur die Fläche des Daches eines längeren einetagigen # einstöckigen , oder die des Daches eines ebenfalls längeren, aber zwei- bzw. mehretaglg # ausfallenden Überbahnbauwerkes darstellen, welches je nach Ort oberhalb einer Autobahn, oberhalb einer Landstraße, oder oberhalb einer Eisenbahnstrecke und somit in seiner hauptsächlichen Strukturalität entweder aus Stahlbeton # Oder aus reinem Stahl konstruiert worden ist. Jeder Road Supra Airport kann je nach Wahl seiner Komplexität auch mit seitlichen, bzw. am Anfang und/oder am Ende der Lande- und Startbahn befindlichen Flugzeugsparkplätze beliebiger Form, Ausstattung, und Ausrichtung versehen sein und es somit ermöglichen, dass während einer gewissen Zeitspanne nicht nur ein einziges, sondern mehrere Flugzeuge gleichzeitig betankt bzw. abgefertigt zu werden vermochten. Ebenfalls würde jeder Road Supra Airport je nach Wahl entweder mit einem bzw. mehreren Wendeplätzen oder mit einer bzw. mehreren, in beliebigen Mechanismen drehbaren Wendescheiben versehen sein können, welche wie die Wendeplätze in derselben Ebene der Lande- und Startbahn befindlich wären. Als Position eines Wendeplatzes bzw. einer drehbaren Wendescheibe würde ebenfalls je nach Wahl entweder der Anfangsbereich einer derartigen Lande- und Startbahn, ihr mittlerer Sektor, Ihr Endbereich, oder auch jeder ihrer beiden seitlichen Bereiche in Anspruch genommen werden können. Derartige Wendescheiben, welche die Aufgabe hätten, jedes Flugzeug unabhängig von seiner Größe um ihre eigene Drehachse und somit um den gewünschten Winkel zu drehen, würden als äußerst platzsparend wirken, wodurch jedes Flugzeug, welches die selbe Landebahn in umgekehrter Richtung auch als Startbahn verwenden wollte, zu seiner Wendung keinerlei größere Bögen zu benötigen in die Lage kame. Die Lande- und Startbahn eines Road Supra Airports könnte zur Rückführung eines Flugzeuges zu ihrem Anfangsbereich, wobei die Ausrichtung des zu transportierenden Flugzeugs die selbe bliebe, an der Stelle eines Wendeplatzes bzw. anstatt einer Wendescheibe über ein so genanntes Flugzeug-Transfer-Band verfügen können, welches in seiner Brette entweder einheitlich ausfalle, oder beispielsweise aus drei Partialbändern # zu bestehen vermochte. Die Konstruktion dieses Transferbandes kann zwar jede beliebige Art annehmen, während aber die Strukturform, in der die Trägerelemente des Transferbandes mit eigenen Rädchen bzw. Wälzchen # versehen wären, als weitestgehend alternativlos bevorzugt werden sollte. Bel so einem System würden die Trägerelemente nicht auf unteren, lokalitär fixierten Rädchen bzw. Wälzchen # ihre lineare Bewegung ausführen, sondern sie würden mittels eigener Rädchen bzw. Wälzchen #, welche unterhalb dieser Trägerelemente befindlich und an diese anmontiert wären, auf einer stutzenden, unterhalb dieser Rädchen- bzw. Wälzchen # befindlichen Lauffläche, welche fixierten Status besäße, ihre Vorwärts- bzw. Rückwärtsbewegung vornehmen können. In anderen generellen Konstruktionsversionen würde man entweder flache, selbst Rädchen- bzw. Wälzchenlose Trägerelemente des Transferbandes auf der unter ihnen befindlichen, aus Rädchen bzw. Wälzchen bestehenden Rollebene in Vorwärts- bzw. Rückwärtsrichtung bewegen lassen, oder in entsprechenden Breiten konstruierte Balkenketten verwenden, auf deren obere Oberfäche ein Flugzeug transportiert zu werden vermochte.For the installation or accommodation of various systems in the RETEC areas of the Collective Energy System R&A # (KES) # we are dealing with a total of four types of system platforms. The first system platform, which is in principle the easiest to use, is the so-called ground platform, which in its primary form would be a strip-like, free area, usually at ground level and on each of the two sides of a road, country road or motorway # and could therefore be used for the installation or accommodation of various systems and in particular bi- or trifunctional energy transformation systems. The second system platform, which can also be used in principle but with additional effort, is the so-called underground platform, which is located below the previously mentioned strip-like, free area on each of the two sides of a road, country road or motorway and at different depths corresponding to the volume required. On one of these # platforms there are different, usually modularly constructed systems which, depending on the responsibility, could be used, among other things, for the extraction of hydrogen from rainwater, the extraction of carbon dioxide from the atmospheric air, and the production of methane and other basic materials. The third plant platform, which cannot be used in principle but nevertheless with corresponding technical effort, is the so-called above-ground branch line platform, which, depending on the type of systems to be integrated there, is constructed at the required different heights above the side of a country road or motorway and should be able to fulfil its plant-integrating service there. And finally, the fourth, also not in principle but due to the resulting certain technical effort, is the above-ground platform, or in other words, the railway above-platform, which would have to take up its plant-integrating service above a carriageway # of a country road or motorway. The last two types of platform mentioned, i.e. both the above-ground branch line and the above-ground overhead railway platform, would have to fulfil their functions more as so-called auxiliary platforms in the true sense of the word, which is why they would be used in particular for the installation of those systems in which the generation of higher temperatures would have to form part of the respective overall process. It should be noted at this point that when I use the complex term "along the motorway" in the context of describing the structure or functioning of the Collective Energy System R&A # (KES), I do not mean only along the entire width of the entire sector of a motorway, which would include both the partial width of the outbound and the partial width of the return section of a motorway. No, in the specific case of a two- or multi-lane outward and return motorway, the complex term “side of the motorway” would include both the two strip-like free areas on either side outside the entire outward travel zone of a motorway, and the two strip-like free areas on either side outside the entire return travel zone of the same motorway. Thus, if the correct option # is selected, the individual energy transformation plants or a chain of the latter could also be stationed in the middle, mobility-free area of a motorway if this mobility-free area is sufficiently wide, or if the disadvantage of its narrow width, as described below, can be compensated for by using the appropriate bridge structures. If the middle, mobility-free area of a motorway is not sufficiently wide, and if a relatively small transverse shift of the lanes in the direction of the . . . . strip or the outer area of a motorway is not possible, then, for example, B. for the installation of medium-sized, bi- or trifunctional energy transformation plants, or for the installation of plants in the RETEC areas that generate higher temperatures, etc., among other things, the free middle airspace above each motorway, which would have to be done by using the so-called motorway overplatforms, or in other words, over-motorway platforms -bala #-, which would then not only be located over the middle sector of the entire transverse dimension of a motorway, but would extend over its entire width and in some areas possibly even beyond it # could #. Each of these motorway overplatforms # could also be referred to under its general name simply as a railway overplatform, or in reverse terms, just as well as an over-railway platform. Such a standing motorway overplatform, which can be constructed in any degree of complexity, would receive its support on the one hand by using the arbitrarily structured platform pillars located on the side of a motorway, and on the other hand by using the likewise arbitrarily structured support elements located in the middle, mobility-free area of the latter, over which, depending on the type of choice, in particular the so-called so-called platform energy transformation systems, or in short, the platform systems could be placed. Therefore, such motorway over-platforms # would generally be able to integrate both lateral and centrally positioned energy transformation systems, while their task could not be limited to the integration of such systems. Overall, each motorway over-platform would present itself more or less like an air route of any length and width, on which, in addition to the energy transformation systems to be installed there, other types of devices classified as secondary, such as various fuel processing systems to be positioned above ground, CO2 tanks, water tanks, fuel tanks, etc. would be located.
OK+ x
These devices, which are to be classified as secondary, could be used, according to their functional series, for the production of hydrogen, methane or, depending on the choice, for the production of other heavier chemical compounds that are to be classified as energetically relevant, such as petrol, diesel or certain components of one or another type of aircraft fuel, kerosene. They could also be used for other purposes, such as as a higher above-ground refuelling station or as an integrated system of ground-level refuelling stations. . Complex # Their services. Expansion of the middle motorway zone for petrol or electric refuelling ## In the second-mentioned design version, which turns out to be the regular version, there would be so-called lower platform filling stations either directly below each motorway platform and on both sides of the entire width of the respective motorway, or directly before or after each motorway platform, where the vehicles arriving there could fill up with fuels that are already classified as standardised, such as the primarily produced hydrogen, or the secondarily prepared methane, or also other energy sources produced indirectly through the use of wind power and solar energy. Apart from these so-called lower platform filling stations, which would serve more or less as regular flat-form filling stations, there could, as already mentioned, depending on the local structure of the area in question and as required in some places, there could also be such platform filling stations on a motorway platform, which could be accessed by the cars requiring fuel thanks to the on- and off-ramps attached to the respective motorway platform. If such refueling stations were standardized, it would be possible to change and charge the batteries of monofunctional electric cars or hybrid electric vehicles at all of these types of filling stations. Such over-the-road platforms, or in other words, over-the-rail platforms, would not only be able to be found over the motorways, but in the correspondingly narrower versions just as well over the country roads as over the railway lines, where it would not be possible to accommodate the secondary systems on the side, for whatever reason. These country road or railway over-platforms # would, just as is the case with the description of the over-the-road platforms, also be able to accommodate any type of RETEC system, and above all combined wind and solar energy systems of the same type mentioned, which would have at least one horizontally rotating vari-rotor on the one hand, and would also be equipped with automatic solar wings, usually movable in two angular planes perpendicular to one another. Also on each of the two sides of the space beneath a highway platform, or on one or both sides of the ground area immediately before or after such a platform, there could be handling devices of appropriate spatial configuration for cars, which would have to supply the standardized fuels # bala # such as hydrogen or, in particular, methane to the tank of the respective vehicle. Also there, depending on the type of vehicle or the standardization of one or more fuels # bala # there could firstly be refueling devices, via whose pumps # the standardized fuel(s) obtained on the one hand from the carbon dioxide of the earth's atmosphere and on the other hand from rain, ground, or tap water, etc. could flow into the tank of these vehicles, and secondly possibly also devices which would enable the batteries to be charged or replaced. This would mean that all road vehicles, not just on the side or elevated sections of motorways, but also on many side or elevated sections of country roads, and also all non-electric trains, would be able to refuel with renewable fuels such as hydrogen, synthetic methane or other fuels either directly on their respective rail lines or on the side tracks, where such more complex # bala # and therefore hydrogen, methane or other fuel-producing side, under # or over-rail platforms # or rail over-platforms # (-) would be available. ++These systems would normally be mounted on a bridge over the motorway, country road or railway track. ++In addition to using the rail side or over-rail platforms, which are also known as railroad high platforms # or simply as rail ? in localized form, as motorway refineries, country road refineries, and Elsenbahn refineries #, and not only in any length, but also depending on the availability of the side or above the respective motorway area, side or above the respective area 7 of the respective Just as existing sites on the side of the road and finally on the side of the selected sector of the respective railway line could also be built in any width, it is also possible to use any other area of land for the construction of a railway refinery, which would be available directly or indirectly on the side of a road, as is already the case with the position of any conventional motorway or country road tank section.
Decentralized refueling of all types of aircraft when using Road Supra Airports:

• The refuelling of all types of aircraft, and in particular passenger aircraft, has so far taken place at larger and smaller central airports. The disadvantages of this central refuelling option can be found in two known procedures in the form that, as part of the smaller disadvantage, the aviation fuel must first be transported over longer distances and by tanker trucks from the starting points # delivery points # to these central airports, which on the one hand involves greater effort and therefore also higher costs, and on the other hand can be classified as being to a certain extent harmful to the climate due to the corresponding CO2 emissions that have to take place over these longer distances. As part of the much, much greater disadvantage, the central refuelling of aircraft is to be criticized in the sense that the aircraft generally do not have to follow a straight flight path between the start and end of their entire route# for refuelling reasons alone, but rather an irregular # non # flight path with major deviations in order to be refuelled in the meantime. It should be noted that it is not only the central refuelling of aircraft that primarily causes these two disadvantages and causes the aircraft to have to follow an uneven flight path, but also the central flight interruptions that have to be made, especially for passenger and cargo aircraft, for the purpose of central passenger or cargo handling.

And ultimately, not only because of these two disadvantages, but also because of the crucial advantages offered by decentralised airports, the so-called Road Supra Airports (RSA), the central airports of the world will increasingly lose some of their previous importance in the near future, as they will in no way be able to seriously compete with the Road Supra Airports (RSA). A Road Supra Airport (RSA) as a decentralised partial airport usually consists, in its basic version, of a single runway, the area of which would have to be along a straight section of a motorway, a country road or a railway line and at a height appropriate to the building structure and thus the number of floors above the selected straight section of one of these mobility media. Depending on the structure chosen, the area of the runway of a Road Supra Airport (RSA) would be the area of the roof of a longer, single-story # single-story, or the area of the roof of an equally long, but two- or multi-story # overpass structure, which, depending on the location, would be above a motorway, above a country road, or above a railway line and thus primarily constructed from reinforced concrete # or pure steel. Depending on its complexity, each Road Supra Airport can also be provided with aircraft parking spaces of any shape, equipment, and orientation at the side, or at the beginning and/or end of the runway, thus making it possible for not just one, but several aircraft to be refueled or handled at the same time over a certain period of time. Likewise, each Road Supra Airport could be equipped with one or more turning areas or with one or more turning disks that could be rotated using any mechanism and that, like the turning areas, would be located on the same level as the runway. The position of a turning area or a rotating turning disk could also be the start area of such a runway, its middle sector, its end area, or either of its two side areas. Such turning disks, which would have the task of turning every aircraft, regardless of its size, around their own axis of rotation and thus around the desired angle, would be extremely space-saving, meaning that any aircraft that wanted to use the same runway as a take-off runway in the opposite direction would not need to make any major turns to turn. The runway of a Road Supra Airport could have a so-called aircraft transfer belt in place of a turning area or instead of a turning disk in order to return an aircraft to its starting area, whereby the orientation of the aircraft to be transported would remain the same. The belt could either be of a uniform design or consist of three partial belts #. The construction of this transfer belt can take any form, but the structural form in which the carrier elements of the transfer belt are provided with their own wheels or rollers # should be preferred as the only alternative. In such a system, the carrier elements would not carry out their linear movement on lower, locally fixed wheels or rollers #, but would use their own wheels or rollers #, which would be located below these carrier elements and mounted on them. on a supporting running surface located below these wheels or rollers #, which would have a fixed status, they would be able to carry out their forward or backward movement. In other general design versions, either flat carrier elements of the transfer belt, which do not even have wheels or rollers, would be allowed to move forward or backward on the rolling plane consisting of wheels or rollers located below them, or beam chains constructed in appropriate widths would be used, on the upper surface of which an aircraft could be transported.

(Section: 10)

The different types of positioning of an energy transformation plant used in the collective energy system (CES)

Generally speaking, in the collective energy system (KES), i.e. on the one hand in the RETEC' s area and on the other hand in the complementary system units which are located in the ACFUN' s area, we would be dealing with a total of five ### different ways of positioning the simpler or more complex energy transformation systems. The first way of positioning the simpler or more complex energy transformation systems describes their placement within one or within each of the two outer lanes of a roadway, with one outer lane being located on either side of the latter, as selected, and the two outer lanes being located on both sides of the same and immediately next to it. This first type of positioning would take place in such a way that as a rule those energy transformation systems would be placed closer to the roadway, or in other words in the first row of systems, each of which has at least one varirotor and/or at least one bfsolar wing system as its energy transformer. The second type of positioning of the simpler or more complex energy transformation systems describes their placement on one or two lateral system platforms, which would be located at any height next to a roadway and would therefore have to protrude by this height from the level of the respective ground. The higher systems placed on such platforms would, depending on the choice, either be able to maintain the same height as the tower of the higher systems of the first type of positioning, or could have an overall height that is greater as required. The third type of positioning of the simpler or more complex energy transformation systems describes their placement on one or both sides of a railway platform, while the higher of these systems, as was the case in the description # Clarification #v of the second type of system positioning, could also either maintain the same height as the tower of the higher systems of the first type of positioning, or could have an overall height that is greater as required. The fourth type of positioning of the simpler or more complex energy transformation systems describes their placement in the area of a railway platform that extends only over the width of the track, which could have one, two or three usable spaces for country roads and railway lines, and two to five for motorways. The fifth type of positioning of the simpler or more complex energy transformation systems describes their placement in the middle, narrower area of each such railway platform that runs over the longitudinal axis of a motorway, which would have the task of expanding the basically available space of an energetically functional motorway section with its additional area. The energy transformation systems placed in the middle area of a motorway platform could, depending on the choice, either be of the same type of system already described, which was mentioned in the first type of positioning of the simpler or more complex energy transformation systems, or they could be of the type that would be typical of the so-called lightweight wind turbines #- - more efficient, vertical rotor wind turbines #-. In the fifth type of positioning of the simpler or more complex energy transformation systems, the height of the tower of the higher systems to be installed there would normally be completely arbitrary, depending on the choice, since in this area, in contrast to the second type of system positioning, no consideration should generally be given to the height of any higher systems in the lower, ground-level row. The sixth type of positioning of the simpler or more complex energy transformation systems describes the placement of these systems in the narrower middle, free border area between the two carriageway zones of a motorway, in which, if its width is sufficiently large, structurally corresponding systems of different types could be set up. The sixth type of positioning of the simpler or more complex energy transformation systems describes the placement of the secondary systems of the collective energy system (KES) in the underground space of the narrower middle, free border area between the two carriageway zones of a motorway, in which # for example the vertically standing carbon dioxide or water tanks, or the plant capsules located in the same way, should be accommodated. The seventh type of positioning of the simpler or more complex energy transformation plants describes the placement of the secondary plants of the collective energy system (KES) in the underground space of each roadway area and thus each of the traffic areas of a motorway, each of the traffic areas of a country road, and ultimately also each of the traffic areas of a two-lane railway line. This seventh type of plant positioning could only be used in those special exceptional cases in which, for whatever local reasons, the totality of the other plant accommodation options would not be able to optimally accommodate the placement of all the plants required there. The eighth type of positioning of the simpler or more complex energy transformation systems describes the placement of the secondary systems of the collective energy system (KES) in the underground space of each lateral strip of a motorway, a country road, or a railway line, in which # the previously mentioned secondary systems of the collective energy system (KES) could also be accommodated. The ninth type of positioning of the simpler or more complex energy transformation systems describes the placement of the secondary systems of the collective energy system (KES) in the # towers of the higher, usually at least hybrid-functioning primary systems of a RETEC strand, in which # e.g. the vertically standing carbon dioxide or water containers, or the system capsules located in the same way, would have to be accommodated. The tenth type of positioning of the simpler or more complex energy transformation systems describes the placement of the secondary systems of the collective energy system (KES) within the # tower of every conventional wind turbine located in the ACFUN area of this system, in which # the carbon dioxide or water tanks, etc., which are also usually positioned vertically, or the system capsules located in the same way, are likely to find their accommodation. The eleventh (check the remaining positions) bala wa pain ### type of positioning of the simpler or more complex energy transformation systems describes the placement of the secondary systems of the collective energy system (KES) in the # above-ground area surrounding the tower of every conventional wind turbine located in the ACFUN area of this system. However, since such wind turbines are often located on agricultural land, the installation of the usually vertical carbon dioxide or water tanks etc., or the installation of the system capsule located in the same way, can only be considered as one possible way of accommodating these systems, which could possibly be followed by some accompanying problems. The twelfth way of positioning the simpler or more complex energy transformation systems -comes next-, which describes the placement of the secondary systems of the collective energy system (KES) in the # underground space of the ground area -which would be located directly below the tower of a conventional wind turbine in each ACFUN area, or around the mentioned tower. ++The vertical carbon dioxide or water tanks, or the system capsule located in the same space, could also find their accommodation in such underground spaces. ++The thirteenth type of positioning of the simpler or more complex energy transformation systems describes the placement of the secondary systems of the collective energy system (KES) in the # above-ground area that surrounds the field of a collective solar energy system of the conventional simpler or the modern more complex type, while the existence of this collective solar energy system does not represent part of a RETEC line, but should be considered as an independent ACFUN sector. This thirteenth version of the positioning of the simpler or more complex energy transformation system of the secondary type, as was the case with the description of the tenth type of positioning, is also unlikely to be realizable without some accompanying problems, since such collective solar energy systems #bala are usually often located in agricultural rural areas. And finally, the fourteenth type of positioning of the simpler or more complex energy transformation plants of the secondary type should come into play, which would describe the placement of these plants of the collective energy system (KES) in the # underground space of the ground area in which a larger #bala collective solar energy plant would be located. ++in the external edge area of each side strip of a roadway, in such a way that these plants would have to be located on one or both sides of a motorway, a country road, as well as a railway line bala #, but usually not in the row of those primary plants which are to be placed in the first type of plant positioning.
Thus, these simpler or more complex lightweight wind turbines would be positioned in a row behind the primary turbines of the first positioning type in an alternating manner and therefore in a constellative form # in which each of these lightweight wind turbines would be located in the space gap that was initially free and open to the rear, the frontal area of which was occupied on both sides by primary turbines of the first positioning type. And finally, the fifth type is the positioning of the simpler or more complex energy transformation plants, which would describe the placement of the simpler or more complex heavy-duty wind turbines. The simple heavy-duty wind turbines, which have so far been stationed predominantly on land, are already familiar to us in the form of the conventional energy transformation plants that have been set up in many countries around the world as large wind turbines, whose wind rotors can rotate in a vertical plane. We also already know the general nature of their positioning on land #, which has so far generally taken place in an irregular manner.

(Section xx)

The bifunctionalisation of conventional wind turbines, which until now have been designed as monofunctional

The conventional wind turbines, which are now to be referred to as heavy-duty wind turbines # within the framework of the functional characterization of the collective energy system (KES), have so far only converted wind power into electrical energy, which is why the units of the ACFUN' s area of the collective energy system (KES) described here, which have to function as complementary energy transformation systems in this system, should in principle be referred to as simple or monofunctional heavy-duty wind turbines #. As far as the evaluation of the energy conversion efficiency of a conventional, monofunctional heavy-duty wind turbine in relation to the total volume of space it takes up is concerned, it should be mentioned that the energy conversion efficiency of such a system is at least # particularly # considerably deficient in the sense that this system has so far only been monofunctional and thus has not been able to have any hybrid functionality up to the present time. However, since the relatively extraordinarily large tower of a conventional wind turbine, which on the one hand has to be chosen to be considerably high due to the aspect of the height-dependent wind energy intensity and on the other hand has to be chosen to be considerably wide due to static factors, it would represent an unmistakably large area for collecting the incoming sun rays throughout the day, without however being able to convert the incoming energy of these sun rays into electrical energy. Therefore, from a purely efficiency point of view, it is of utmost importance that at least the relatively extraordinarily large tower of such a wind turbine should be equipped with solar cells in any desired form. Upgrading a conventional, initially essentially monofunctional wind turbine to its bifunctionality can be done in various structural ways, which are able to allow completely different, successively increasing evaluation potentials in relation to the technical nature of the additional device, in relation to the energy conversion efficiency of this additional device and ultimately also in relation to the decisive factors of the economic efficiency of such an additional device. In the simplest form of construction, this upgrade takes place in the simple form that either the front or the rear of the tower of a conventional wind turbine is equipped with a solar panel of any chosen type, extending to any height, i.e. possibly also with simple solar foils. This means that a conventional wind turbine upgraded in the simplest way would only face the sun in the morning or in the afternoon and thus would only be able to convert solar energy into electricity for half the day. In a slightly more complex upgrade version, both the front and the rear of the tower of such a wind turbine would be equipped with such a solar panel, which would enable it to remain facing the sun in an alternating manner for almost the entire day. A solar panel positioned in this way would be either curved or straight along its width, while each curved solar panel would have to form either a semicircular cone or semicircular cylinder, or a partial circular cone or partial circular cylinder that is narrower to any desired extent. In such a configuration, a solar panel with a straight surface along its width would then look something like a rolled-up shield, which could either only be located on the front or only on the rear side of such a system tower, or could be present in double numbers and thus be installed on both the front and rear sides of the tower using attractive fastening elements. In a further degree of more complex design, such a plant tower could also have two, four, or more pairs of immobile solar wings covered with solar cells on one or both sides, of which one solar wing of each solar wing pair is stretched out horizontally on one side and the other solar wing on the other side of such a plant tower. Depending on the chosen design of the solar panels of these solar wings, i.e. depending on whether the solar panel of each solar wing was panelled on one side or both sides, the solar panels covered with solar panels on one side would only be able to maintain their angularly variable orientation towards the sun for almost half of a day, and those covered on both sides for almost the entire day. ++In the corresponding case, the solar panels would only be able to maintain their respective half- or full-day orientation towards the sun for either half of a day, or in the existing order. ++In the third design form, which is even more complex, such a system tower would primarily have a solar panel plate on one side of the tower, which would have to fulfil its function in one of the two structural forms already described, and thus either as a solar panel curved along its width, or as a flat solar shield. ++which in the true sense was almost only to apply to the newly manufactured heavy-duty wind turbines, ++ ++This # solar shield, curved along its width, would then represent either a semicircular cone, a semicircular cylinder, or a correspondingly narrower partial circular cone or partial circular cylinder. ++have a flat shield, also on one side, as a solar plane, and on the other hand can have one or more pairs of solar wings. ++While in this third design the solar partial cone panel, or the flat solar shield, also on one side, and also the arm of each of the (two?) solar wings covered with solar cells on one side, could not have any horizontal mobility in relation to the tower, the panel area of each solar wing, i.e. its solar blade, would be able to rotate in a vertical plane and within an efficient angle throughout the day. The rotational movement of the solar cone, solar cylinder, flat solar shield and also the solar wings in the horizontal plane then takes place in a completely automatic manner because the entire system tower can be rotated on its ground foundation by means of a gear system that is clamped on all sides and thus axially fixed. This would enable not only the solar cone or solar cylinder or the flat solar shield, but also the solar blade of each solar wing to fully follow the movement of the sun at any time of year or day. In the fourth design version, there would be arbitrarily structured, horizontally positioned ring systems for carrying out the rotational movement of the vertically standing panel plate in the horizontal plane, as well as for carrying out the rotational movement of the solar wings, which also takes place in the horizontal plane, which would be located on the system tower in a removable or non-removable form. While for the purpose of the horizontal angular movement of the vertical panel plate there should necessarily be used a lower and an upper ring system of any design, for the purpose of the horizontal angular movement of each of the individual solar wing pairs there could be either a single or a double ring system, depending on the type of design chosen. Due to the presence of the above-mentioned ring systems, both the vertical panel plate and each of the solar wing pairs would then be able to carry out a completely automatic horizontal rotary movement around the conical axis of the system tower, which in combination with the also completely automatic rotary movement of the one-sided paneled solar blades of each solar wing pair in the vertical planes could result in the maximum possible energy absorption of the incident solar rays in this type of design. In the fifth design version, the partial cone # Bala #, partial circular cylinder # already described in the third design type, or the flat shield to be used there, could, within the framework of one type of structure # wise #, be able to be opened up entirely from below and in relation to its upper pivot axis by any angle outwards and thus also upwards by means of any device such as an arm that can be extended by hydraulics or a rotating spiral thread system or also # a two-shaft system # etc. Within the framework of the other type of structure # wise # -and/or- the panel plate # could be divided into several horizontally running partial shields, each of which would have to execute the same movement from below around its upper pivot axis as a separate individual movement or as an interpartially linked common parallel movement. As practical and useful as these four previously described design versions may appear, they would not be able to offer any conceivable competitiveness compared to the fifth design version, which is the most perfected version possible. The fifth design version would use a lower tower frame shell that could be rotated on its foundation and would surround the turbine tower on all sides within its lower height range and extend to any height of this tower. In the front area of this tower lattice shell, which would either be located close to the turbine tower by means of any optionally equipped, circular contact ring systems, or it could be more or less isolated from this tower, there would be a vertically extending solar panel plate of any previously mentioned design type. Furthermore, there would be solar panels on this tower frame shell that could be rotated around the axis of the turbine tower, i.e. at any point in the entire area of this frame shell, which extends from the tip of the one rotor blade pointing vertically downwards to the ground. would extend, there would be any number of solar wing pairs which would have to form a certain angle with the middle vertical cross-sectional plane perpendicular to the solar panel plate. These solar wing pairs would not be able to carry out any horizontal movement of their own in relation to this tower framework shell, while at the same time their area covered on one side with solar panels, i.e. their solar blade, would be exposed to an angular movement taking place in the corresponding vertical plane perpendicular to this area.If the tower framework shell installed close to the system tower, or more or less isolated from it, were to rotate on its base and around the axis of the system tower in an automatic function that constantly follows the position of the sun, both the solar panel plate and each solar blade of its solar wings would be able to absorb the highest possible energy in this design from the sun's rays falling on it throughout the day. ++Due to the regional or supra-regional networking of the RETEC and ACFUN areas of the collective energy system (KES), the so-called overhead platforms would not have . ...

(Section; 11) #

The trifunctionalisation of conventional wind turbines, which until now have been designed as monofunctional

(Section: 12)

Other partial # ial sectors of the collective energy system (KES)

As was already the case in the structural description of a RETEC line, in which each RETEC line of the collective energy system (KES) had, quite apart from its tetra # primary energy transformation plants, other so-called secondary energy transformation plants, each ACFUN bundle consisting of one or more conventional wind turbines can also be equipped with secondary energy transformation plants. ++Partial sectors, which are described in rough form in the following, one after the other. +, which are considered to be the primary partial sectors # segments # of such an area # line #, as well as the less material # lightweight wind turbines as its secondary # partial areas, the manufacture, transport and installation of which would require up to 80% less financial expenditure than is the case with conventional, so-called heavy-duty wind turbines, ++
However, these other # partial sectors # would generally not be able to exist, or not fully exist, in the ACRUN area # of the collective energy system (KES) due to the insufficient # level of efficiency of some relevant economic factors, which is why each ACRUN bundle # would generally have to function more or less as a supplier of the sole electrical energy generated from renewable forms of energy, the unused and thus superfluous part of which would have to be used in the RETEC strands of the collective energy system (KES) to produce hydrogen, methane or other chemical products. Therefore, each of the conventional wind turbines, which have been referred to as field wind turbines within the collective energy system and due to the irregularity of their installation areas, which have been the norm up to now, i.e. due to their completely irregular positioning in completely different places on the mainland, would be able to have one or more hydrogen production plants under certain conditions, i.e. mainly depending on their location and also depending on the size of the number of units in a group, alone or together with other group members, while the availability of other partial sectors such as methane production areas etc. can generally be considered to an even lesser extent. Thus, the collective energy system (KES) would be based on the trifunctional # energy transformation plants working with variators, which together represent the primary partial sector of the RETEC areas # in the energy system mentioned, and also on the less material Lightweight wind turbines, the group of which forms the secondary partial sector of these areas, have to present the hydrogen production plants as the third partial sector of each RETEC area. These hydrogen production plants would break down the water that would be permanently available to each of these hydrogen-preparing # units into hydrogen and oxygen in their electrolytic areas using surplus electrical energy, ie using the additional electrical energy that could not be used for direct consumption, after which both products, or only the hydrogen thus obtained, could be stored in the T-tanks standing directly in the ground. The fourth partial sector of each RETEC area represents a water treatment plant, which would cover the water requirements of a RETEC area primarily by collecting rainwater and then by tapping # of # groundwater or tap water. Consumption The fifth partial sector # Bala # of each RETEC line represents a CO2 treatment plant, which in the first and therefore fundamental CO2 supply version would have to extract the atmospheric carbon dioxide directly from the earth's atmosphere in such a way that it would first store the atmospheric air and then extract the carbon dioxide from it and store it in the CO2 containers in its final form #. In the second CO2 supply version, the carbon dioxide produced as an industrial waste product could be fed to the CO2 treatment plant of each RETEC line by pipeline or tanker. The sixth partial sector of each RETEC area consists of the plants, which are usually located in the outer edge area of a roadway, i.e. next to it. and basically in a vertical position under the ground # hydrogen tanks, which would be described in more detail in their respective section. The seventh hydrogen, the eighth methane, the ninth other such as aviation fuel
The fourth partial sector of each RETEC line consists of different material transfer systems and thus, on the one hand, of pipelines located above or below ground, each of which is specific in terms of material, and on the other hand of pumping units that are also installed above or below ground and also function in a specific way in terms of material. ++The fifth partial sector of each RETEC area consists of different storage containers located above or below ground, specific in terms of material, some of which would store water, others carbon dioxide, others hydrogen, fourth methane, and other containers would store other chemical compounds, such as aviation fuel, etc. ++ The sixth ump" and on the other hand from one or more gas storage devices. In the case of the gas pumping and gas storage devices, the one device would primarily pump the hydrogen out of the electrolytic area of the water decomposition units and then store it in the container provided for this purpose, while at the same time the other devices would pump the carbon dioxide out of the earth's atmosphere and also store this in the containers provided for this purpose. In the case of the energy conversion plants, which firstly fulfil their function individually or in smaller groups, as is the case with the conventional, so-called field wind turbines, and secondly are only occupied by the first area # of the second partial sector of an ACFUN aggregate, ie only by the electrolytic units and thus would not be able to fulfil any more complex functionality such as methane production etc., the isolated # extracted # hydrogen would then be fed through a pipeline system to the nearest more complex energy conversion station of a RETEC strand for the purpose of remote storage or remote processing. The fourth area of each individual energy conversion plant or each of the RETEC systems consists of a synthesis plant in which the carbon dioxide already extracted from the earth's atmosphere is synthesised into methane with the hydrogen extracted from rain, well or tap water. The existence of such a synthesis plant will only become necessary if the use of renewable energies were to more or less generally dispense with the production of methane or other energy-bearing chemical compounds as a result of a generally standardised direct consumption of hydrogen, as is the case with a hydrogen combustion engine or a fuel cell, for example. The synthesis plant itself consists on the one hand of the carbon dioxide processing plant and on the other hand of the methane production unit in which the carbon dioxide extracted from the atmosphere and the hydrogen produced from electrolysis are combined in primary form and methane can be produced in primary form as a direct energy source or as a base material for other chemical compounds that are more difficult to produce.

(Section: 13)

The collective energy system’s (KES) own, differently constructed water supply devices

One of the two basic materials used in the collective energy system (KES), first for the primary production of methane and then also for the secondary production of other hydrogen-containing substances, such as primarily energy-bearing chemical compounds such as the components of vehicle and aircraft fuels, etc., is water, which would be obtained in the relevant plants of this system primarily from the locally or regionally occurring rainfall. While the carbon dioxide to be consumed can probably be isolated in the simplest way directly from the neighboring air mass of the earth's atmosphere, the required quantities of water in the form of liquid water masses will not be available in all areas of the earth's continents. The required quantities of water to be used in the collective energy system (CES) would either be best obtained from the fluctuating rainfall falling in the immediate or distant vicinity of a RETEC line, or in the case of a more or less permanent large shortage of local or regional rainfall, from the water pipe fed to a RETEC line - or from the tap water resources #-, which would receive their water quantities from various water resources such as lakes, municipal water treatment plants, or from groundwater. In order to directly or indirectly obtain the required quantities of water from the rain that is likely to fall in the immediate or distant vicinity of a RETEC line, a so-called water collection device (WKV) would be located in each of the two edge areas of a roadway, which would only be provided in sections or continuously with chains # sequences # of the energy transformation systems of the collective energy system (KES), which would primarily have to first collect the rainwater that would flow into this system from the area of the roadway, temporarily collect it and then pass it on to the water treatment areas of this system ++from which the electrolytic systems would then obtain the quantities of water they require. ++ The central # primary # area of such a water collection device (WKv) consists of the gutter units of the required depth, which would either have a semicircular or, in an even more advantageous construction version, a roughly parabolic or hyperbolic # cross-section, as is the case with half of a narrower oval shape which has been halved in the plane of its width axis. At a sufficient height above the bottom of these gutter units of the required depth, there is a removable intermediate floor made of grid elements and placed there in any way, in the middle area of which there would be a water suction pipe in a simply positioned or attached form, made of any material and thus possibly also made of rubber, for example, and provided with a chain # row # of openings running along the entire length of the gutter unit. This removable intermediate floor made of grid elements would therefore have to fulfil a total of three different functions at the same time. The first function of this intermediate floor would be its permeability, which would allow the mud particles to settle to the bottom floor. Its second function would be to keep the water suction pipe at a sufficient distance from the bottom floor of the gutter, which is set to the correct depth, so that the water suction pipe could suck up water that was as free of mud as possible. And finally, its third function would be to keep the water suction pipe in any installation form in the central area of the gutter, which is set to the required depth, and thus always in a fixed position. Above this intermediate floor there would be a primary, also removable, mud collector, which would consist of elements arranged in rows along the gutter, which is set to the required depth. Such elements, which together would form an upper integrated channel, the so-called mud channel, would be placed next to each other in any way and therefore without or with intermediate pieces made of any material such as rubber, in such a way that the mud collected there could not flow down through any part of the lower area of this upper channel, which has any cross-section. The very top segment of this water channel, which is as deep as necessary, would be its upper grate, which would have sufficiently large openings, which would ensure that larger objects such as leaves, pieces of wood, etc. could not get into the interior of the water channel described in this way. If the rainwater from the area of a roadway flows through the upper grid into this deeper water channel accompanied by sand and mud particles, a considerable part of the sand and mud particles would be able to remain in the shallower # mud channel # mud collector #, while the cleaner water would be directed to flow further via the upper openings in the edge areas of the mud channel # mud collector # into the lower interior of the deeper main # water channel, where it would then, as standing water, carry most of its remaining mud particles through the openings in the grid-like intermediate floor to the lower floor of the deeper # would be deposited into the water channel.
OK+ x dddd
In this way, the water in the lower space of the deeper # water channel would be so free of mud particles that when they were sucked out through the openings of the central water suction pipe, the purest water possible could be sucked into this pipe. Since there is no watertight floor in the area of the railway tracks, the water supply to the . . . . located to the side of the railway tracks or above them could be improved by using the wider

The different general mechanisms of freshwater treatment that would be used in the secondary functional sector of a RETEC strand

As a result of the extremely high consumption of groundwater in many areas of the earth's continents, in particular the higher layers of the latter have been exhausted, a massive, extremely serious problem of water supply for the inhabitants of the respective territories is emerging in many countries of the world, which is why, in direct parallel to the growing scarcity of fresh water, the processing of the latter from other sources is an essential, ever-intensifying matter for many areas of the world.

The general functioning of the different freshwater treatment plants of the collective, centrally structured energy transformation system (KBSE)

Depending on the geographical or geological nature of the freshwater consuming territories, the collective energy system can be equipped with five different types of freshwater treatment plants, each of which would obtain the water molecules to be condensed either from the salt water or from the air. Freshwater treatment from salt water: The first general type of freshwater treatment plant in this system would work with the classic distillation mechanism that has long been used in the catfish, whereby the salty sea water would be evaporated under the influence of warmth, which would usually be generated either by the combustion of combustible materials or electrically, after which the resulting water vapor would then be able to pass into liquid water under the influence of a heat exchanger that functions separately rather than medially. The -third- second general type of freshwater treatment plant bala # of the collective energy system would use the same, -medially- separately functioning heat exchanger that could be used in the -second- first general type of these plants, but the water vapor would first be generated due to the much more intensive function of the arbitrarily structured solar mirrors and thus as a result of the direct as well as indirect effectiveness of the sun. The -second- third general type of freshwater treatment plant of the collective energy system would generate the water vapor in the same way as in the first or second general type, while it would then pass into the state of liquid water due to the effectiveness of a medially functioning heat exchanger, which would be located either in cooler layers of the earth or in similar layers of the sea, and could then be pumped back up in this converted form. The fourth general type of freshwater treatment plant of the collective energy system, which would produce the required water vapor from the saline sea water, would work in the same functional form, but its separately functioning heat exchanger would be located in the cooler layers of the sea water. Freshwater treatment from air humidity:#The -fourth- fifth general type of freshwater treatment plant of the collective bala # energy system - to describe it briefly, which- would consist on the one hand of the moist air collector located at any functionally favorable height above the ground, and on the other hand # of the pipe grid located in the cooler layers of the ground as its air-cooling heat exchanger, while the latter would be connected via a certain number of its lower smaller openings to the water tank located below it. 23 If the air collected by the humid air collector located above the ground flows through the pipe grid mentioned above, the water molecules contained in the cooled air condense into water droplets, which can flow down along the cooling pipes and then through the lower smaller openings of the pipe grid, which would have been located in depressions, into the water tank below, from where the collected fresh water can then be pumped upwards. - -of the second # first # type-, while in it the required water vapor would have to be taken from the moisture of the surrounding air mass. The -fifth- sixth general type of Freshwater treatment plants of the collective energy system would also have a humid air collector, which would not be located above the ground, but at a convenient height above the surface of the sea water, as well as a medial heat exchanger and its lower water tank of the same structural design described above, which were located in the cooler layers of the sea water. While the fifth general type of freshwater treatment plants would of course be able to use the heat exchanger of the sixth general type # and conversely the sixth general type of freshwater treatment plant would also be able to use the heat exchanger of the fifth general type, these two types of plants, which would have only an air and a water pump as their energy-consuming areas, would be able to solve the major freshwater problems of many countries in the world without consuming large amounts of energy. Those freshwater treatment plants that are to be located in the marine area would be able to fulfil their task primarily in the form of floating plants in sea water, in such a way that their heat exchanger and water tank would be suspended in the cooler layers of the sea water. -Heat exchanger, while they would obtain the water vapor required for this from the moisture in the surrounding land air. -The sixth type of freshwater treatment plant would be designed in the same formation, but this system would have its medial heat exchanger not in the lower layers of the ground, but in the similar layers of the sea water.

(Section 14)

The collective energy system’s own carbon dioxide emission control devices (CES)

The second basic material, from whose substantial proportion in the collective energy system (KES) secondary gaseous basic materials such as methane or ethane, or liquid hydrocarbon compounds that can be regarded as additional energy sources such as methanol, ethanol, etc. can be synthesized, is carbon dioxide, which, apart from the minor amounts that can be taken directly from the nearby CO2-producing factories as industrial sources, would have to be extracted in its main volume from the air mass of the earth's atmosphere. The basic physical and chemical functionalities, which would have to lead in each case in a corresponding manner in technically completely differently designed devices for the production of hydrogen as a primary basic material, or for the production of methane as a secondary basic material, are already known in the art. Therefore, any repetition of the description of these fundamental physical or chemical functionalities, which could take place in this area of the structural presentation of the collective energy system (KES), would be considered completely superfluous, which is why the discussion of every associated scientific methodology within the framework of which the production of hydrogen or the production of methane would have to take place cannot in principle find any additional placement at this point. However, what should be roughly described within the framework of the special equipment and thus also the special functions of the collective energy system (KES) would first be the technically designed method of extracting carbon dioxide from the air mass of the earth's atmosphere and then also its storage process, since these two processes had to take place in specific, usually mostly underground functional areas of the collective energy system (KES). ++
Processing would be useful, in their pure process quality, already be known as general CO2 extraction or processing methods. ++CO2 extraction or carbon dioxide processing process quality would have to proceed, ++

(Chapter xx)

The extraction of CO2-containing air from the air mass of the Earth's atmosphere

In the course of the special functioning of the Collective Energy System (CES), the very first step of extracting carbon dioxide from the air mass of the Earth's atmosphere would usually take place due to the use of specific large-capacity pumps. When using the large-capacity pumps that should be used in the Collective Energy System (CES), we usually have much less or no use at all of those air pumping systems whose pistons move due to the oscillatory mobility of the connecting rod. ++In other words, in the collective energy system we are generally dealing with larger air pumping systems whose piston displacement takes place due to the mobility of a motion transmission axis which is located in the spatial area of the cylinder axis and is thus united with it. This type of larger air pumping system, which is referred to as long-distance pumps, is able to guide larger quantities of the CO2-containing air from the earth's atmosphere into the so-called carbon dioxide extraction areas during the generally slower movement of the pump piston in each of the latter's two directions of movement. The main structure of a long-distance pump would consist primarily of a wider capsule which would serve as the pump body on the one hand and as the piston oscillation space and thus as the pump cylinder on the other. The diameter of this capsule, which is usually larger, could generally be between about 30 or 40 cm and about 2 or 3 meters, depending on the choice. Secondly, it would consist of a piston that is not too thick and therefore more or less like a disk, which would be as hollow as possible and thus also weigh as little as possible. And finally, thirdly, it would consist of a piston movement axis running along the length of the capsule, which would have a special shape depending on the specific type of long-distance pump. In its secondary structure, it would consist on the one hand of an oil circulation device, which would supply all wear areas of the long-distance pump with lubricating oil, and on the other hand of one or more air filter devices of any design, which would only allow highly purified air to pass into the operating space of the long-distance pump.

(Section ++)

Long-distance pumps of the first design type

The long-distance pumps of the first type of design are those long-distance pumps whose piston drive axis consists of a so-called drive cable, which runs through the center of one end face of the pump cylinder into this cylinder and to the front connection point of the disc piston, and then from the rear connection point of the latter finds its way out of this pump cylinder again through the center of the other end face of the pump cylinder. Outside the pump cylinder, the two parts of the drive cable, which would continue to run towards each other over any number of trough wheels, would then either unite to form a single cable continuum in one structural version, or connect to form a two-part cable run in the other structural version, while in the third structural version they always remain completely separate from each other. In this way, in the first or second structural version, one would generally have a single drive system of any design, which would move these two parts of the drive cable located outside the pump cylinder back and forth with uniform mobility, which would then also cause the pump piston to be pushed back and forth. If the third structural version is used, one would have two drive systems, one of which would be located at one end of the pump cylinder and the other at the other end of the latter. With a larger diameter of the piston of a long-distance pump of this type, one could use, for example, two, three or four decentralized drive cables instead of a single central, then stronger drive cable, or next to it, the back and forth movement of which should be able to take place in one of the structural forms described above.

(Section ++)

Long-distance pumps of the second design type

The long-distance pumps of the second type of construction are similar long-distance pumps whose piston drive shaft consists of a pipe with an external thread, which is usually hollow. In such long-distance pumps, the back and forth movement of the air pump piston, which is designed in the same way as described above, would take place due to the two-way rotary movement of the threaded pipe mentioned. If the diameter of the cylinder of an elongated air pump were to exceed a certain amount, two, three, four or five threaded shafts could be used instead of a single threaded shaft, depending on the existing requirement, all of which would be connected to one another in a rotational manner via a larger gear wheel, etc. However, if the length of the cylinder of an elongated air pump to be positioned horizontally were to exceed a certain conditional amount, an air-permeable weight-supporting disk could be used to support the threaded axis or axes on each of the two sides of the disc piston, which would prevent the threaded axis, in a holistic or partial manner, during the greater distances of the disc piston from the central region of the length of the pump in long-distance pumps to be positioned in this way, the slight bending of the threaded axis. Each of the two weight-supporting disks would then be connected to the disc piston by means of a double zigzag-shaped device, whereby each of these two support disks could be attracted to the disc piston during its more extreme distance from the middle region of the length of the pump to this region, where it would be stopped by means of spring-loaded cams that hook onto the arresting points of the cylinder. Each long-distance pump would be equipped with two highly effective air filters, each installed at one end of its cylinder and in the respective head. Furthermore, each long-distance pump would also be equipped with a liquid oil circulation system of any structure, which would supply the contact surface of the preferably hollow disc piston that rubs against the cylinder and the other contact surface that is in contact with the threaded axis with the required minimum amounts of oil. The use of long-distance pumps is therefore of paramount importance because the use of piston pumps with connecting rods, which would have to be built in longer and therefore larger shapes, would firstly be much more expensive, and secondly the rotation of the crankshaft of such larger machines would correspondingly require a larger width of the required space.

(Chapter xx)

The extraction of carbon dioxide from the already separated # pumped # air masses

to be described, both the new technical production structure and the equally new type of carbon dioxide storage, both of which take place in the collective energy system (KES) due to the use of so-called S-module containers # or S-tanks, which are predominantly located next to the roadways and usually within the ground, +, in the gas compression or gas liquefaction devices, require no additional description. However, while here the storage of the carbon dioxide that has already been extracted, which would have to be temporarily stored in liquid form or as gas in the so-called S-tanks of the collective energy system (KES), would not require any functional description, # the explanation of the functioning of the S-module containers, in which the extraction of carbon dioxide from the air mass of the earth's atmosphere would have to take place, could certainly bring about a better technical understanding of this type of separation. -In the true sense- It is actually quite irrelevant which of the existing physical or chemical methods of carbon dioxide extraction one intends to use, since the S-module containers of the collective energy system (KES) would be the most ideal instruments for this purpose. If one wanted to extract the carbon dioxide from the earth's atmosphere using a method in which this gas should first be absorbed by a liquid, then one could primarily use the parallel system of S-module containers # in which several 5-module containers containing the CO2-absorbing liquid would be connected to one another in series. The atmospheric air in the lower area of the first S-module container would be pumped into its liquid, which would then flow through this liquid upwards and thus to the smaller upper, liquid-free space of this module container. However, since on the one hand the highest point of the upper area of this S-module container would be connected to the lowest point of the lower area of the second S-module container by pipe, and on the other hand the pressure of the air pump would continue to exist in a permanent manner, the air mass that has now become poorer in CO2 and has collected in the upper area of the first S-module container would also flow further to the lower area of the second S-module container and thus also through its CO2-absorbing liquid to its upper, liquid-free area, after which the same process could be repeated for the third or further S-module containers. Next to each S-module container of this first type, which only has the task of absorbing the carbon dioxide, there is another S-module container of the second type, which has the task of extracting the carbon dioxide from the CO2-absorbing liquid and maintains either a temporary or a permanent exchange of contents with the first by means of a circulating pipe-pump system. In this second S-module container, the carbon dioxide absorbed in the first S-module container is separated from the absorption liquid and transported for temporary storage through the upper part of this second S-module container to the other S-containers storing this In the case of the former S-module containers, the liquid contained in which has the task of binding the carbon dioxide, different devices could be used to intensify the absorption of the carbon dioxide. Among these different devices, for example, catalysts of any suitable substance and structure type, as well as fine-mesh flat or capillary grids should be mentioned. The fine-mesh capillary or flat grids, which could cover the interior of an S-module container from bottom to top at any interval, would mean that the air mass pumped into each S-module container would not be able to rise in larger bubbles, but only in tiny bubbles, which would enormously increase the total number of contact surfaces that could arise between the air mass flowing in and the CO2-absorbing liquid quantity in the S-module container, and thus considerably increase the GO2 absorption intensity. Furthermore, each S-module container, which would have the task of absorbing carbon dioxide by means of its inner liquid, would have a sufficiently long liquid-air lock # in its upper liquid-air area, which would be connected at its outer end to the # liquid discharge pipe and thereby further to the lower area of the # connected to it.

(Section:15)

Water-liquid storage systems of the Collective Energy System (KES)

In the collective energy system (KES), the substances used to store substances, i.e. water, carbon dioxide, hydrogen, methane, or other products that are to be produced from methane as a secondary basic material, are not usually the large storage tanks that have been widely used up to now, for example for oil or gas containers, the manufacture and placement of which generally involves greater effort and thus higher costs, but only the storage tanks of the so-called "chain-like small-portioned storage system" (KKS). The complex term "chain-like small-portioned storage system" (KKS) entails a partialization of the entire storage volume of every larger storage tank used in the conventional form and thus also its portioning into so-called narrower capacities, which would be found in column-like containers that are usually positioned vertically. ++which can prove to be extremely efficient in all relevant # respects. ++Each of the column-like storage tanks of this system, which are usually positioned vertically, the so-called S-container, is not located in the open space and thus not above ground in the more common case of use, but in the greater norm of the specificity of its placement below ground level . . . . s, where it would also have to continue to maintain its essentially space-saving vertical position. Thus, the handling of each of these partial storage tanks, which is extremely easy and therefore usually composed on the one hand of a wider pipe, i.e. in the more common case of a wider steel pipe if it is exposed to a higher internal pressure due to the nature of its contents, and on the other hand of two flat or hemispherical caps of the same or a different material that can be welded or screwed onto this wider pipe, could always take place in the simplest form. If one wanted to install such an S-tank in the ground, one would only need to lift it using a crane and then, if it was to be installed bare in the ground, lower it into a suitably deep hole which had previously been drilled vertically into the ground, after which it should be ready for use immediately, i.e. after the pipes etc. have been connected. As a rule, however, when installing such a storage tank in the ground, it would be advantageous not to lower it into a bare borehole, but into its cylindrical protective casing which was installed in such a borehole immediately after drilling in order to fulfil its primary function, i.e. to stabilize any loose spots in the surrounding earth. Each of these S-containers will, when installed, have to be lowered with its lower end onto a so-called support base or S-tank base # bala # as its supporting base, the upper surface of which, the so-called support surface - a concave surface - would have to be a compatible surface - a hemisphere - that touches the lower end area of the S-container - as seamlessly as possible. Thus, the S-tank base and the S-container itself would be located in an internally unlined earth borehole if a protective casing is not used, and in the case of this hole being internally lined, in a protective casing made of any material, which would usually be made of either metal or recycled plastic and could extend from the bottom of the earth borehole to a selected point in its upper area. This protective casing made of metal or plastic would, including a sufficiently robust base, either have a uniform shape, depending on the choice, or have the same functionality and the same sufficiently robust base in can be assembled from individual components of any shape. Such components would in turn either be partial, vertically positioned full-circle cylinders that can be assembled or screwed together in any way in horizontal planes, or as semi-circle or partial-circle cylinders that can be folded into one another in vertical planes to form such a protective casing, while in the second design version the base area of the protective casing could be assembled with the upper remainder in any adaptation form or, better still, screwed to it using a thread system. Each S-container, each protective casing of such a 5-tank, or both could be provided with stabilizing wings, which, as not too wide stabilizing strips, would give the wall of an S-tank or of a protective casing the necessary stability, especially against the pressures exerted from the side. Such stabilizing wings could be found on the S-tanks either on the inner surface of the tank wall of an S-tank or on the outer surface of the latter, the second version being the more common type. in vertical planes in horizontal plane ### double-walled. In contrast to the position of the stabilizing wings on the 5-tanks, the protective shells of the S-tanks could, due to the existing advantages, generally only be provided with stabilizing wings on their inner side. Both the S-tanks and their protective shells can, quite apart from their strip-like stabilizing wings running in vertical planes, also have ring-shaped stabilizing wings in horizontal planes, which would further increase the stability of their walls against pressures exerted from the side. Furthermore, depending on the choice, the S-tanks and/or their protective casings could be built with double walls, whereby in one design version their stabilizing wings would then only have to be located between their two walls, and in the other design they would also have intermediate wings that would be equivalent to those of the single-walled S-tanks or S-tank protective casings. If we consider the type of S-tanks that are to be positioned vertically in combination with their placement, which has to take place in the ground and next to a roadway, we are dealing with a substance storage method that is extremely efficient from an economic point of view, which makes any other substance storage method that does not have a combination of the three # factors, i.e. uprightness #, verticality #, location on a branch line, and finally underground, largely inefficient. With such an extremely efficient substance storage method, the installation handling is also as unproblematic as possible. In the simplest way, one first uses a thicker earth drill, which would have a larger diameter of up to 150 or 200 cm depending on the thickness of the vertical S-container to be placed, to drill a vertical hole of the appropriate dimension into the ground in the area of the side strips of the selected roadway and then lowers the respective S-tank or its protective casing into this hole. The very special aspect that the vertical water, carbon dioxide, hydrogen, methane or other substance storage tanks are usually placed in the area of the side strips of the roadways and underground has several, absolutely indispensable, major advantages. The first major advantage arises from the clear fact that these vertically standing S-tanks, in contrast to the conventional larger fuel or chemical tanks that are set up across India, # do not need to take up any land area in order to be set up somewhere with the correspondingly larger storage capacity. The second major advantage is to be found in the fact that since these vertically standing S-tanks can be produced from a simple thicker pipe on the one hand and from two end sections such as two hemispherical caps etc. on the other, they basically cause the lowest possible # production costs and thus also enable the most cost-effective way of storing the substances mentioned. The third great advantage is that these S-tanks, which are generally installed in the ground and vertically, can be installed in a relatively short time and have the lowest installation costs. The fourth great advantage is that these S-tanks, which are installed in the ground, are completely unaffected by any excessive temperatures that would prevail in the above-ground areas during the summer periods and therefore during the warmer times of the day, and are therefore completely unaffected from a thermal point of view. The fifth major advantage is that these storage tanks, which are to be installed upright below ground level, would have to be installed in a chain-like arrangement within a very narrow installation corridor due to their smaller diameters, meaning that they would have to be installed beneath each of the volume corridors on the side strips of a roadway, which would be absolutely impossible when installing conventional large storage tanks. However, the majority of these advantages can also be found in S-tanks, which would have to be installed underground or above ground in ACFUN areas and therefore not in the branch line areas.

(Section 16)

Modular capsule systems, which would be placed particularly underground and also positioned particularly vertically

Using the same method in which capsule-like containers, which would be placed underground and usually in a vertical position, would primarily be used to store water, carbon dioxide, hydrogen, methane and other important liquids or gases, it would also be possible to save an enormous amount of space if as many of the secondary energy conversion systems of a RETEC line as possible were placed in modular form in similar containers standing vertically underground. Such module containers, which, like the similar longer storage capsules described above, would generally be placed in the side areas of a two-lane roadway, in the side areas of a motorway, and possibly also in the middle, mobility-free sector of the latter, particularly underground, normally have an internal framework in which, depending on the design structure to be selected, uniform or different modules of the secondary energy conversion systems of a RETEC line had to be positioned. If a system unit is no longer partially or completely functional, in order to replace the defective part or, if necessary, the entire unit of a device complex located in the underground module container, the internal framework of this underground module container, which houses the respective modules in different areas of its structure, would simply have to be removed from the associated container and thus also from the ground, and the necessary repair or replacement carried out in a timely manner. The removal of the internal frame of a module container standing vertically in the ground from the latter could be carried out in a completely flexible manner either by means of a freely movable crane, by means of a rail crane that is always ready, or by means of the own lifting device, which is either installed in the module container from the outset or can be placed on this container at any time. After the removal of the internal frame of a module container, the repair or replacement of a module or, if necessary, the entire module community can take place either outdoors or inside a repair or replacement tower, which, due to its integrated crane or lifting function, would either be able to accommodate only a single internal frame, which would not necessarily be considered very advantageous, or would have the capacity of two or more internal frames standing next to each other or on top of each other, which would make it possible to quickly replace an internal frame along with all of its integrated equipment from the outset and in the easiest way possible. The repair or replacement tower, or the crane system, would usually have either a repair platform fixed at a certain height or a repair platform that could be moved vertically, which in turn, as part of its integration into the elevator-crane or tower system, would be either immobile or movable in the horizontal direction, while such a repair platform, if it functioned as a completely free system, could assume any possible freedom of movement. Such a repair platform could then also function as a transport platform, in that a defective part or the entire equipment group of an internal scaffolding could be placed on it or repaired on it, while if a part or the entire equipment group needed to be replaced, the replacement to be carried out by inserting another functional part or another functional equipment group, which would have to wait on another or on the same repair platform, could then be carried out after its installation. ++and to lower another, functioning system unit in its place. ++ If, for example, one only wanted to replace the defective module of a system unit, one would have to lift the inner frame of the module container in question out of the ground using the available lifting device and only far enough until the location of the defective module has reached the respective repair platform, which is located just above the ground, as a handling height, after which the defective module can be easily replaced and the inner frame that has already been removed can be lowered back into its module container. The system units could be manufactured in any diameter or width, depending on the choice, while a narrower system unit, the diameter or width of which would have to be up to around 150 or 200 cm, would have enormous advantages, firstly in terms of the drilling mechanism and secondly in terms of handling functionality. Furthermore, it should also be mentioned that both in the case of the functionality of the vertical storage capsules and in the case of the functionality of the vertical module containers, the application of the above-ground plant units should also be considered, which both in the form of vertical as well as horizontal positioning of the relevant plant units, while the latter could be located either on the side carriageway, on the overpass platforms or on the platforms that would have to be located above the mobility-free central area of the motorways. This could be the case in particular for those modular containers where the transformation processes that would take place inside the containers would have to be accompanied by the development of relatively higher temperatures. It should be mentioned at the end of this section that the use of storage capsules or modular containers, especially those located underground, would have to be done in the vertical positioning of the latter primarily for purely economic reasons, whereby quite apart from the maximum possible space saving, every handling that would have to be carried out in relation to a storage capsule or a modular container could be carried out in the most optimal way at all times. Nevertheless, it would also be possible that the horizontal positioning of the storage capsules # or that of the module containers, despite the fact that this type of positioning is generally considered to be less advantageous, would have to be preferred in some places over the vertical positioning of the latter solely for reasons of necessity, in which case the replacement of a storage capsule and a module container as a whole, and also that of an internal framework, the modules integrated therein, or also the smaller parts located in the modules as partial areas of a module container would have to be done from above, from the side, or from below. While the internal framework of a vertically positioned module container is usually connected to the head area of the latter as its lid and can therefore, for example, be connected to the top area of the latter as its lid. If, for example, in the case of repair or replacement of a smaller part, a module, or even replacement of the entirety of the respective internal frame, the cover had to be lifted together with this cover, the repair or replacement of the smaller parts or modules located in the internal frame of a horizontally positioned module container, or even replacement of the entirety of the respective internal frame, could be carried out in a completely flexible manner by exposing the internal areas of such a module container.
In one of the completely arbitrary versions, the mentioned repair or replacement would be carried out by opening the two doors, which are quarter-circular or half-circular in width and which would be located in a foldable or sliding form either on the upper side, on the side, or on the lower side of a horizontally positioned module container. Capsule can be dismantled into sections

(Section: 17)

Use of the collective energy system (CES) as a globally distributed, widespread, permanent source of renewable energy

If I were to claim at this point that the announcement of the collective energy system (CES), which is considered to be an absolutely unavoidable global supermassive project, would mark the beginning of the true global energy revolution without any ifs or buts, and if I were to express the fact that such an announcement would also mark the beginning of the long-awaited era of the rescue of our planet's biosphere, which is currently highly endangered and can no longer be postponed, I think that I have not been exaggerating in any way with such statements. Even now, the continued production of power plants that are fundamentally harmful to the atmosphere and that use fossil fuels such as coal, lignite or natural gas as fuels and are thus geared towards permanently increasing the CO2 content of the earth's atmosphere by considerable amounts, would be subject to the pressure, which is actually considered to be absolutely inevitable, simply because of the announcement of the collective energy system (CES), to indicate without any ifs or buts its great futility. Furthermore, the continuation of the production of nuclear power plants would not fare much differently, as the announcement of the Collective Energy System (CES) would also render the continued production of the latter economically irrelevant. The mere fact that the radioactive waste from nuclear power plants, which is considered absolutely unavoidable and whose extremely long-term and thus extremely negative sustainability is aimed at maintaining largely insoluble problems for humanity on earth, would mean that the continued production of nuclear power plants would no longer be able to show any significant, sustainable economic advantages on its own. The Collective Energy System (CES) is not only a huge global energy project that has become absolutely necessary and is capable of bringing about a real energy transition for every country on earth. not only in the best possible form and with the highest degree of energy efficiency, but also at the same time an economic supragiga project, which should be able to create countless jobs in every country in the world. Furthermore, the collective energy system (KES) is not a project whose implementation should be driven forward exclusively by the state, since every large and every small energy company, which can currently only see its activity in achieving the best possible annual profits from the consumption of fossil fuels, should from now on only strive to function as a so-called "road energy producer" (FEP), or in English, as a "road energy producer" (REP). The government of every country in the world would be able to generate enormous annual revenues simply by giving each of the larger and smaller road energy companies, depending on the level of financial means that each of these companies would have to offer, a side lane of any length, but usually not too wide, and, together with this side lane, the free airspace above it, the volume of which has so far remained almost completely unused, and receiving an annual usage fee of a reasonable amount for this in the event of leasing. The middle lanes of the motorways could also be treated in the same way, which would either be sufficiently wide from the outset or would be expanded accordingly at a later date. The procedure by which a side lane, a wider central highway lane and finally both their above-ground and underground areas could be rented or sold would be designed in the general form that a road from the border of an urban area would be divided into three different sized units, namely into sections of 100 meters, 1,000 meters and finally 10,000 meters #, after which a road energy company would be able to acquire as many small, medium or large units of track for its production purposes in thriving areas of a country as would correspond to its financial volume. In the course of the implementation of the collective energy system (KES), the railway lines of each country of the end and thus also those of Deutsche Bahn AG would be able to be treated in the same way. Thus, by setting up its own RETEC lines, which would be located on almost every railway line, Deutsche Bahn AG would be able to not only cover its own electrical energy needs and its own fuel consumption, but would also be able to market the electrical energy or fuel not used in its own area to other energy-consuming areas, such as the industrial sector, the urban office and residential sector, or the land, shipping and aviation sectors. In the same way as implementing the Collective Energy System (CES), the government of any country in the world could also provide any large or small road energy company, within the appropriate framework that would reflect the scope of the financial possibilities of such a company, depending on the additional needs, with any number of units of length of free airspace that has so far remained more or less completely unused, located above a motorway, a country road or a railway line, for the installation of primary or secondary energy transformation facilities. In this way, the implementation of the Collective Energy System (CES) would not only achieve the highest possible efficiency in terms of global energy transformation, but also in terms of rural land use, in which, first and foremost, every side lane, which has so far been a more or less completely useless side area of every motorway, every country road and ultimately every railway line, would be used. After this enormously efficient use of space, the next step would be to use the free airspace, which has also remained more or less completely unused up to now. This airspace is located above a side strip of a carriageway, above a central strip of a motorway, above the entire cross section of every motorway, above the entire cross section of every country road, and finally also above the entire cross section of every railway line and has until now been available as a completely ignored asset. Due to the implementation of the Collective Energy System (CES), all these areas would not only become a bubbling source of unlimited amounts of hydrogen, unlimited amounts of methane, enormous amounts of ship and aircraft fuel, and finally unlimited amounts of other chemical products, but would also be able to be considered an inexhaustible source of the greatest possible economic profitability for every country on earth. Poorer, relatively highly indebted countries in southern Europe, such as Greece, would in principle be able to use the implementation of the Collective Energy System (CES) to rent or sell the land and airspace areas of the side lanes, the land and airspace areas of the sufficiently wide # bala # motorway central lanes, as well as to rent and sell the airspace areas which located along the entire cross-sector of every motorway, every country road, as well as every railway line, to collect enormous sums of money and thus be able to pay off their debts in the shortest possible time, since, in general, in southern European countries, quite apart from the sufficiently strong winds, the intensity of the sun's rays is often correspondingly greater than is the case in northern European countries. If we consider the emissions of carbon dioxide, which are currently still absolutely harmful to the climate, the use of the Collective Energy System (CES) would then no longer require any restrictions on the emission of this gas, since as a result of the operation of this system, much more carbon dioxide would be absorbed from the earth's atmosphere than would be emitted into it at the same time. If, for example, we consider the amount of carbon dioxide emitted every day by a factory near which a RETEK line is located, the amount of CO2 released by this factory would be led through a system of pipes directly to the secondary plants of the nearest RETEK line and there processed into new amounts of fuel using the electricity generated from wind power and solar energy in the latter's primary plants, which could then either be fed back to the same factory or be used in other different areas of external energy consumption. ++ The collective energy system (KES) would not only be able to supply all larger and smaller cities in the world with electrical energy that is essentially centrally generated and therefore, in terms of power plants, completely decentralized. Furthermore, it would not only be able to do justice to an extremely large potential in the way in which it would be possible for all vehicles in the world, whose fuels currently often have to be transported from further afield to their consumption points, to produce these fuels directly on their roads and thus on all motorways and country roads, so that these fuels would no longer have to travel long distances to reach the vehicles that consume them. ++ on the other hand, to be able to supply all of their ships and aircraft with their respective fuels. ++ to be able to supply hydrogen, methane or other types of fuel. ++ This system would also, in an additional form, go entirely beyond such supply areas and be able to supply all of the world's trains that run on electricity with electricity directly from their own routes. A similarly induced state of self-sufficiency would also apply to all other trains which run on the basis of the consumption of the correspondingly required fuels, since they could obtain these fuels at any time from the railway's own fuel tanks, which are always subject to automatic self-filling. ++ to supply the so-called Elsenbahn filling stations with such fuels. ++In a more distant sense, the collective energy system (KES) would have to ensure the permanent availability of fuels for all aircraft in the world in such a way that the secondary lines of the RETEC strands of this system would also be able to produce all the other components of aviation fuel (kerosene) from the artificially produced methane as a proportionate secondary base material.
The production of aviation fuel kerosene would be possible in selected partial areas of the completely freely available total space of the RETEC lines of the Collective Energy System (KES) and thus in the first installation version in the towers of the primary energy transformation plants of this system. In a further installation version they would take place in the branch line facilities intended for them, which are located in narrower rows and above ground, which are usually located in the so-called above-ground module containers, are stationed above or below ground, or in similar facilities that are located above ground and in the territory of a branch line. If the previously mentioned spatial areas are occupied by any other type of facility, the production of kerosene could also take place in the large-scale above-ground refineries, in which the best possible type of kerosene could be produced from other components produced there. This will enable us to produce fuel for all aircraft in the world from the carbon dioxide in the Earth's atmosphere and use it in the aforementioned means of transport, which, as we know, are unlikely to be able to accommodate any simpler solution, such as is the case with electric cars. And finally, the collective energy system (CES) would also be able to produce clean fuels for ships and tankers, as well as the corresponding fuels for many industrial production facilities, either in the same narrower, above-ground branch lines, or in its underground processing plants, or in its wider above-ground refineries, in place of which environmentally harmful fossil fuels such as coal, lignite, natural gas or dirty oil are currently burned, thus significantly polluting the Earth's atmosphere every day. On this entirely rational path, the collective energy system (CES) as a general energy conversion or energy source processing system would not only have to ensure that the mobility of road vehicles, the mobility of trains, ships, and finally the mobility of the countless aircraft on earth no longer produce any carbon dioxide from fossil fuels, fuels into the Earth's atmosphere, but because the entire amount of carbon dioxide required to produce methane would have to be removed mainly from the air mass of the Earth's atmosphere, a completely new state of the CO2 content of the Earth's atmosphere, namely a static state, the so-called balance state, would first have been able to arise. ++Repetition?++ In this new state, we would first be dealing with a quantitatively invariant CO2 content of the Earth's atmosphere, which describes a so-called static # balanced # circulation of carbon dioxide. In this static # balanced # circulation of carbon dioxide, which could also be referred to as static circulation of the latter, initially exactly as much CO2 would be released into the Earth's atmosphere as the same amount of this gas would have to be removed from the Earth's atmosphere by the absorbing systems of the Collective Energy System (KES). Due to this completely balanced carbon dioxide circulation state, at a certain point in time the entire amount of CO2 that would theoretically still be released on a global level without the application of the Collective Energy System (CES) would initially have assumed the value of zero on a correspondingly massive scale, whereby the carbon dioxide content of the earth's atmosphere would be able to remain completely constant on a permanent basis. As a result of the use of the Collective Energy System (CES), which as a global energy conversion or energy carrier processing system would be able to cover the entire energy needs of earthly humanity at all levels, this would not only mean that the future major energy problems of earthly humanity, which from the current perspective are likely to arise due to the automatic shortage of fossil fuels, could completely fail to arise. ++future existing # potentiality # of the great energy problem of earthly humanity, -in a completely real way abolished,- ++ This shortage of fossil fuels, which will automatically occur in the near future, which on the one hand is solely due to the inability of the previously known renewable energy production methods, which would necessarily have to be productive on a gigantic scale due to the enormously large global energy demand - without ifs and buts - and on the other hand would have to accompany the worldwide energy consumption, which is subject to ever increasing intensification, over the course of a much shorter period of time, would by no means have completely conflict-free consequences. This would be accompanied by the more intensive depletion of the earth's fossil resources, but at the same time, without ifs and buts, would also allow the enormously high probability of the conflicts that have previously been seen as unavoidable to remain, which could break out between different countries on earth over the length of the remaining quantities of fossil energy resources. Today we are already witnessing the presence of many signs that even the North Pole of our planet, still covered by relatively large masses of ice, has become a subject of serious planning by those states that are very interested in the direction of the North Pole and consider the option of military conflicts to be a seriously inseparable part of their current planning. Therefore, the use of the collective energy system R&A should be seen not only as an absolutely indispensable object of energy production and thus also of the future development of numerous areas of the global level, but at the same time as an absolutely indispensable factor in the serious establishment of international peace. With the announcement of the collective energy system R&A, an enormously important epoch in the history of earthly humanity has already taken its extremely significant course in the special form that for the first time not only on a global level the relatively low profitability of the extremely # earth-damaging methods of fracking # has to be seriously questioned, but also the numerous drillings that would still have to be carried out in the oceanic waters of our planet due to the current approach. Any investor who has tended to show greater interest in the not particularly high profitability of such methods would now have to ask himself in the most serious way the extremely legitimate question of whether it would be worthwhile at all, even in the presence of the absolutely clean technology of the collective energy system R&A, to continue with the other methods which were relevant in their traditional form but which are largely unclean from an environmental point of view. For what absolutely nonexistent reason would it be reasonable at all for an investor to ignore the enormous amount of completely freely available renewable energies, which he is able to extract by using the collective energy system (KES) and thus in the easiest way and without any risks on the nearest road and thus entirely on the ground, and instead to continue to deal with the largely risky and environmentally harmful energy extraction methods, which would without a doubt involve enormous efforts, such as the method of fracking or the method of drilling in ocean waters. Nevertheless, not only the oil and gas extraction methods mentioned above, the end products of which are to be classified as highly unwelcome products in purely atmospheric-damaging terms, would on the one hand on the one hand due to their environmentally damaging aspects and on the other hand due to their lower economic efficiency, they would be so obsolete that in the course of the installation development # expansion # of the collective energy system (KES) - in the course of -? - the highest possible environmental constraints - 7 they would have to lose a great deal of their previously prevailing higher relevance. No, not only would such methods lose their importance enormously due to the installation # expansion of the collective energy system (KES), but also the completely normal coal, oil and natural gas extraction taking place on # the mainland to a similarly greater extent. This is the case for the very simple reason that, firstly, the end products of such methods are just as difficult to separate from their extremely climate-damaging properties as is the case with oil or natural gas extracted from the seabed. Secondly, due to the relatively high costs of their extraction, they would rapidly lose their previous priority as the collective energy system (CES) grows, which should make energy generally cheaper to acquire, and, secondly, as a result of the increasing depletion of the remaining fossil oil reserves, they would rapidly lose their previous priority. In a completely summary manner, the collective energy system (CES) can be seen as the only highly climate-efficient energy conversion system, which would finally and definitively free the earth's atmosphere of further carbon dioxide emissions resulting from the combustion of fossil fuels. With such a globally applicable energy conversion system, we could produce the appropriate chemical substances as energy sources from motorways, country roads and railway lines for cars as well as for all other means of transport such as trains, ships and aircraft, and thus use them almost without hesitation at first and then, i.e. after the material # rebalancing # rehabilitation # of the earth's atmosphere, completely without hesitation, since our mobility in this specific case would be based only on the pure circularity of carbon dioxide and would no longer be able to be oriented towards burdening the earth's atmosphere with additional CO2. Furthermore, we would not need to continue to alter the natural structurality of the landscape levels of our planet, which are available to us as an invaluable natural resource, in a visually negative way with conventional, so-called heavy-duty wind turbines, high-towered wind turbines, since the totality of the new, generally medium- or low-towered wind and solar power plants would be most concentrated almost exclusively in the area of motorways, country roads and railway lines, and in this way all other areas of a landscape could be preserved as completely untouched areas in a completely natural form. Only in this globally only possible way, i.e. by using the Collective Energy System (KES), would it be possible to solve all general problems in the best possible way and straight away. First of all, the use of the Collective Energy System (CES) would mean that, unlike the use of conventional wind turbines, no longer any landscape areas would be affected that lie outside the railway lines and would therefore represent more or less the originality of nature. Secondly, the implementation of the Collective Energy System (CES) would in principle no longer require any offshore installations of the traditional type, which would continue to pollute the sea water with the constant release of their anti-rust dyes. And finally, thirdly, because the use of this system would no longer require any power lines to transport, for example, the electrical energy already generated in the North Sea from this location to the other regions in the south, we would finally and definitively be in a position to save this planet - this planet's biosphere - storing biosystems - in the most effective way possible from the current danger of extremely devastating climate catastrophes, which threatens to increase rapidly, thanks to the massive expansion of forest areas and thus the intensive proliferation of trees, which would act on the one hand as natural CO2 absorbers and on the other hand as natural carbon dioxide stores, permanently binding this gas into their body mass. Therefore, with the announcement of the collective energy system (CES), the only possible energy transition that can be brought about on a global scale and thus also the long-awaited, global ecological revolution has already begun in earnest in a completely true way, which is why I now warmly welcome all of earthly humanity to the imminent new era of our planet.

Wind turbines using less material dowareh

Single layer lightweight rotor blades with outer support frame S-02 two layer same 7 ###

Single-layer lightweight rotor blades with outer support frame, which would have scaffold-like side elements S-03

Attaching the single-layer windbreak blade to the two side segments # of the outer support frame S-06

Partialization of the single-layer wind-collecting blades S-08

The extremely simple construction of a lightweight wind turbine at its installation site S-11

Single-layer lightweight rotor blades with outer support frame, which would have rod-like side elements # bala # S-12

Two-layer rotor blades with outer # support frame S-12

one> out one> in two> out two> in

Single-layer lightweight rotor blades with inner, usually sideways # two-element # drop-out support frame S-15

Two-layer lightweight rotor blades with external, lateral two-element support arms S-17?

Two-layer lightweight rotor blades with inner, laterally two-element support arms S-17

Two-layer lightweight rotor blades with inner support frame with multiple support elements # S-19

++

Two-layer lightweight rotor blades with inner support frame containing multiple support elements # S-19

The external shape of a lightweight rotor blade S-20

OK-E?

Assembling a lightweight rotor blade at the site of installation of a less-material wind turbine S-21

Double rotor wind turbines S-

Wind turbines using less material dowareh ###

Bel - the invention - the energy transformation plants of the third line of the primary sector of each RETEC strand are wind turbines that use less material and are generally designed to be at least hybrid or trifunctional in their basic form. Due to their extremely low manufacturing, transport and installation costs and, depending on the design version chosen, their use can require up to 80% less financial outlay than is the case with the use of conventional wind turbines that have been installed in many areas of the earth's surface to date. Series reference+ Such wind turbines, which would generally be referred to as "light structure wind turbines" due to their less material construction and "low price wind turbines" due to their lower overall cost, can be manufactured in any number of completely different structural versions within the framework of their specific design, while the differentiation between their different designs would have its greatest focus only in the type of structure of the rotor blades of these lightweight wind turbines. For these wind turbines constructed in special ways, the previously used general term "rotor blade" is replaced by a new term, namely "rotor blade", simply because here the term "blade" in the true sense only represents the so-called "wind collection blade" and thus only a part of the previously used general meaning of the rotor blade and in this way is by no means able to express its entirety. The rotor blades of these wind turbines, the so-called lightweight rotor blades, can generally have either a single-layer or a double-layer wind collection blade, with the single or double-layer nature of the wind collection blades merely indicating the rough design of the latter and therefore having nothing to do with the finer areas of their structure, which may vary in some cases. Furthermore, each single or double-layer wind collection blade would have to maintain its stability either by virtue of an outer or an inner support frame, whilst the external or internal nature of the support frame would have to be expressed primarily in the external or internal nature of the lateral structural elements # segments # of the support frame. ++äwhich, with regard to wind dynamics, represents the main functional surface of a lightweight rotor blade, ++ä Depending on the rough structure of the wind collection blade, i.e. Whether this is designed with one or two layers, the lightweight rotor blade, which consists for the most part of its total area of the wind-collecting blade, will then also be described as either a mainly single-layered or a mainly two-layered n# lightweight rotor blade.

The lightweight rotor blades, which are mainly single-layered and whose structural stability is achieved through the use of the outer support frame

The outer support frame of a mainly single-layer lightweight rotor blade can generally be made up of either scaffold-like lateral segments which each have a more complex structure, or be composed of non-scaffold-like and thus more homogeneous materially designed lateral segments, which would generally be indicated as rod- or tube-like side elements of the support frame.

The lightweight rotor blades equipped with a single-layer wind-collecting blade, which would have an outer support frame, the vertical lateral structural elements of which would be designed like a scaffold

The first general type of construction of the outer support frame of the lightweight rotor blades, whose lateral structural elements # segments # would be designed like a scaffold

Rotation of the rotor blade

In the first general type of construction of the support frame of the light barotor blades, each lateral structural element, the latter in its basic structure, would be composed mainly of three longer rods or tubes of sufficient thickness and of any cross-sectional shape to be chosen. In one basic version of such a lateral frame element, these longer rods or tubes would be positioned in relation to one another in such a way that they point upwards and thus towards the upper end of the longitudinal axis of a narrower, longer, four-sided pyramid, which could be imagined to have a convergent course with respect to the axis mentioned. ++ä the rods or tubes of any cross-sectional shape, which together would form a half created as a result of the halving along the axis of the already imagined longer pyramid. ++ä In this case, the aforementioned longitudinal axis of the imaginatively represented # pyramid would coincide with the fourth line which represents the longitudinal axis of the vertical, inward-facing surface of the real trihedral half of the pyramid and thus coincides perpendicularly with the third element of the latter which faces inwards and is at the edge #v? of the base surface of the three-sided # flat # half-pyramid . . . The longer rod or the longer tube, which coincides with the aforementioned longitudinal axis of the inward-facing surface of the already described trihedral half of the pyramid, represents the fourth and thus the additional main structural component of the latter, which would firmly connect the corresponding lateral edge area of the respective wind-catching blade with the trihedral half-pyramid supporting this blade. Thus, each of the two side elements of such a support frame, in the form of two trihedral pyramid halves, would consist of a total of four long rods or tubes, which would be connected to one another in any way along the length of the respective pyramid half and thus together would form a sufficiently robust side element of the support frame of a wind-collecting blade. The fourth segment already explained, which would have to fulfil a connecting task as an additional structural part of the pyramid half mentioned, would either have to take on the function of a generally concave cross-section with wings on both sides in the front area towards the inside, by taking on the concave cross-section of such a rail, or could only represent the middle of the three elements, which together would have to form the surface of the trihedral pyramid half facing inwards of the rotor blade. In the second case, a rail, which is usually concave and in its open front area is winged inwards on both sides, would have to be mounted to this fourth element of the three-surface pyramid half in an indirect or direct form # wise # as well as in a separable or non-separable form -the-, which in additional ways for the internal strengthening of the pyramid half could be connected not only to the two lateral, but also to the outer structural segment of the respective three-surface supporting structure # opposite it by means of shorter stabilizing rods. Thus, each of the two side elements # of the support frame, which are designed like a scaffold in the above-mentioned way and which, in this simplest design version, consist of a scaffold-like structure, +the longer rods or tubes involved -supporting # elements- may be connected to one another in any way along the length of the above-mentioned element, would always have a triangular cross-section along the entire length of its shape, which becomes smaller towards the top and thus would have to form one of the two side elements # of the -two support arms of an -outer support frame- in the manner described # titr # titr rotor blade, to which # the single-layer wind-collecting blade would then have to be attached in the associated method. Gearbox with wind sensor## ## two pyramid quarters > A device described in this way The pyramid half could be transformed into an even more robust form in such a way that, due to the use of two additional longer rods or tubes (framework elements), it could be divided in half into two independent pyramid quarters in such a way that two pyramid quarters connected to one another in any way would be created. These two pyramid quarters, which are located at short distances on the two sides # of the plane housing the single-layer wind-catching blade and, viewed in an eccentric direction, beyond the respective lateral edge of the latter, would have the aforementioned edge attached to it by means of their common, centrally located # structural segment # Bala # , which would usually either be linked to a connecting rail with a concave cross-section, or would itself have the structure of such a rail, using any connection method. ++? As a result, we would then be dealing with an imaginary full pyramid for the entire wind blade, from whose shape either an elongated, vertically positioned half or two elongated, similarly positioned quarters would be cut out in the real sense in the area where the wind-collecting blade is embedded.
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Connection systems by which a single-layer wind-collecting blade would be attached to the # lateral structural segments of the support frame of a lightweight rotor blade, which have a scaffold-like shape

While as a rule a concave-convex rail system - in which as a rule each of the two lateral wooden slats of the windbreak blade - is likely to be considered to be the very best connecting device for fastening the single-layer windbreak blade to each of the lateral elements # segments # described in the manner of such a support frame, other connecting fastening systems of any design could also be considered if desired. Global energy transformation climate repair system + global energy transfer system + Global climate repair system + Convex rails are cast as a single unit or are connected using rings which connect the single-layer wind-collecting blade and each of the two lateral elements of the support frame of such a rotor blade. Such connection systems could include, for example, a fastening system which allows the wind-collecting blade to be attached to each of the two elements of an outer support frame using any other binding device, such as the binding system with any binding clips or the binding cord which runs in a more direct direction, etc. In the case of the last two connecting devices, the reinforcing rings of the single-layer wind-collecting blade or the holes in the edge strip of the latter would be connected to the corresponding, arbitrarily structured fastening strip of the . . . lateral segment - support arm # or - of the outer # bala # support frame #, while these two? connecting devices are available as alternative connection methods, but nevertheless as overall less efficient # possible # methods. In any case, each of the lateral support elements of the outer #bala# support frame of a lightweight rotor blade # blade # created in this way, ie each of its two support arms # or each of its two support frames # could be firmly connected to the single-layer wind-collecting blade in any way, but primarily by using a rail connection system. ++paln
The description of the other possible basic version of the above-mentioned lateral element, in whose structure the three rods or tubes would run in relation to each other and thus also in relation to the longer and narrower four-sided kubiki #, which can also be imagined, has been omitted here, since such a pyramid should be able to fulfil the function of such a kubiki just as well using less material, without rail # with rail # < single-layer + scaffolding # various methods of connecting the one. Welch. W. An s. E >

Fastening of the single-layer, soft material wind guard blade to the two lateral structural segments # of the outer support frame

what are the consequences of this?

In practice, this type of fastening is done in such a way that the associated edge or fastening bar of the wind-collecting blade, which, viewed in cross-section, is generally considered to be its convex edge area, is simply inserted into the empty running channel of the cross-sectionally concave rail of the lateral, scaffold-like structured - support arm #- segment # of the support frame #, which has a central push-through slot in the middle of its front surface facing the wind-collecting blade. pushed in and secured there in a non-slip manner in any way, for example by means of transversely positioned screw systems, tension pins, etc. It should be noted at this point that when I use the two terms # here, namely convex and concave, which, purely for the sake of simplicity of representation of the two terms, can only mean "raised" or "protruding" for the term "convex", and "hollow" or "empty" for the term "concave", which is why these two terms are unable to indicate any absolute analogy to the terms used in optics, which would indicate the positive or negative curvature # of the lenses or mirrors. After all . . . The rail, which is concave in cross-section and accommodates the edge or fastening slat of the wind-collecting blade with a convex cross-section, could be accessed not only at each of its two ends, but also from the side, in such a way that at least one of its two elongated, laterally existing structural components could be separated in any way from the remaining cross-section of the rail or could be folded in relation to the latter. This would allow the edge or fastening slat of the wind-collecting blade with a convex cross-section to be placed into the rail with a concave cross-section from the side first and then one or both of the side structural segments of the detachable concave fastening rail of the outer support frame could be moved to a sufficiently stable connection with the convex edge or fastening slat of the wind-collecting blade in any way. Screw them together # etc. . Nut fastening ####
If one were to use a support rail of the support frame that can be opened laterally in this way and has a concave cross-section, then after inserting the fastening rail or fastening slat of the single-layer wind-collecting blade that is to be supported and has a convex cross-section, the side segment of the aforementioned concave cross-section rail, together with the convex cross-section fastening slat of the wind-collecting blade, which has already been set back again, could be fastened to the rest of the concave cross-section rail of the outer support frame that supports the latter by means of the transversely inserted screws or any other type of dowel pin. This other way of introducing the cross-sectionally convexly structured fastening loop of the wind-collecting blade into the cross-sectionally concave fastening rail of the support frame has the advantage that one would no longer necessarily be forced to introduce such fastening strip of the wind-collecting blade, whether in a holistic or partial form, from one of the two ends of the generally not very short cross-sectionally concave fastening rail of the support frame, but would be able to insert it into it in a much simpler way from the side of the said cross-sectionally concave fastening rail. ++ on the side facing the inner area of the rotor blade, in an indirect or direct form, have a centrally running rail of any geometric cross-section, with a primarily concave cross-section #++ Each of the two lateral edge or fastening slats of the single-layer wind-collecting blade would generally consist of either two, or in an even more robust form, of three or four elongated slat elements, which together would have a total cross-section in the shape and size that would be just tight and yet easy to slide # into or place in the running channel of the fastening rail of the respective support arm or lateral segment of the respective support frame, with a concave cross-section, and be able to be firmly positioned there, single-layer If the single-layer wind-collecting blade of the lightweight rotor blade consists of a softer and at the same time durable material layer, as would be the case with a material layer consisting of either a durable, non- woven and therefore homogeneously structured plastic, or in woven and therefore non-homogeneous form from the equally hard-wearing textile or plastic fibers - # surface #, it would be able to be robustly bound to its # two lateral edge or fastening slats by applying the different adhesion methods #. When applying the first adhesion method #, a wind-catching blade would have to be connected on each of its two sides to a two-element edge or fastening slat, which in turn could then be fastened to the aforementioned lateral structural segment by means of the associated, cross-sectionally concave fastening rail of the respective lateral structural segment of the mounting frame used, which would have to accommodate this edge or fastening slat of the wind-catching blade either longitudinally or transversely. ++ ä -support arms or each of the outer # bala # support frames used -of a lightweight rotor blade- - connected- to be fastened. ++ ä The adhesion # the adhesion # of each lateral edge area of the single-layer wind-collecting blade to # its associated edge or fastening batten would take place within the scope of the application of the first adhesion method in such a way that++ä such a connection in one embodiment would have to take place in the following way. ++ ä ++ ä - metal - or plastic plate, a sufficiently robust plastic film, or a ++ ä first of all each of the two lateral edge areas of such a wind-collecting blade would be placed between the two elements of its respective # two-part fastening batten, after which it would then be fastened due to the execution of the arbitrary Fastening method with these two elements should be able to form a cross-sectionally convex structured edge unit of the respective single-layer wind-catching blade, ++ä -such a metal or plastic plate, such a plastic film #, or such a surface woven in the manner mentioned # plane- ++ä In the course of this procedure # and both depending on the selected # material of the single-layer wind-catching blade and also depending on the prevailing circumstances, whether the edge or fastening slat of the latter was made of wood, plastic or metal, each of the two lateral edge areas of the single-layer wind-catching blade would be glued or welded to the smooth or, in an even more advantageous form, to the contact surfaces provided with longitudinal teeth or waves or other structured unevennesses of the two elongated slat elements of each two-part lateral edge or fastening slat of the single-layer # bala # wind-catching blade #. If one were to choose an elongated toothed or wavy surface, or other structured unevenness, as the contact surface of each of the two slat elements, these elongated teeth or waves, or other structured unevenness of the contact surface of one slat element would have to be complementary or compatible with those of the contact surface of the other slat element in such a way that each elongated tooth or wave crest, or other structured unevenness of the contact surface of one slat element, which are on one side of the # -relevant lateral, longitudinal strip sector of the respective lateral edge region of the wind-collecting blade, and the counterparts on the contact surface of the other slat element, which would be on the other side of the aforementioned pan beam, would be able to tightly clamp this edge region between them due to the pressure that would then be exerted. #? ##ä Valley which is able to completely fill the gap between two tooth or wave crests of the contact surface of the opposite slat element, ##ä Then, depending on the material and fastening type selected and as desired, these two elongated slat elements would either be left in the form of a glued or welded state, or in an additional way using any screw or punch nail system positioned transversely and not too far apart, before they can be pushed longitudinally or placed transversely in the final form of the edge or fastening slat of the relevant # single-layer wind guard blade into the running channel of the respective cross-sectionally concave -holder- fastening rail # of the associated -support arm-side structural segment of the outer mounting frame used # and fastened in this way to the aforementioned outer mounting frame. OK+ ed ###############äää ta inja acharin ### If three- or four-element structured # edge or # fastening battens are used, while in each three-element fastening batten the third double-width batten element would have to embody both the third and the fourth single-width batten element of the four-layer fastening batten, the inner edge region of the single-layer wind-catching sheet would first be placed between the two -first- mentioned- -first positioned, single-width # batten elements. After such placement, the outer edge region of the single-layer wind-catching sheet, which has previously been cut at certain intervals in the transverse direction, would then - in turn - be subjected to a second, reinforcing type of fastening in the following manner. With this secondary type of fastening # adhesion type #, the partial strips resulting from the cross-cutting of the outer edge area of the single-layer windbreak sheet would first be folded over alternately in one angular direction and then in the other by any angle, but normally by 90°. In this way, they would be folded over alternately once onto the -rear- free surface of the secondary side of one primary slat element and once onto the free surface of the secondary side of the other primary slat element, while these free surfaces could either be smooth or, in an even better form, provided with longitudinal teeth or waves. Then, depending on the type of material of the windbreak sheet and also in any way, ie either entirely without the gluing or welding procedure already described # or in the course of implementing one of the two # aforementioned # processes, the final phases of fastening the windbreak sheet provided with a more complex edge or fastening slat could be carried out using the following procedure. Thus, in the case of the three-element fastening batten, the third batten element, and in the case of the four-element fastening batten, the third and fourth batten elements, in which the structure of their contact surface with the structure of the surface of the aforementioned secondary sides # transverse side # of the two primary batten elements would also be compatible in one or the other form, would then be placed on the two free secondary sides # transverse sides # of the two primary batten elements and they could then be mounted # and bonded in a robust manner # to these two primary batten elements using the same fastening # adhesion methods described above.

Fastening of the single-layer, hard-material Wintid collecting sheet to the two lateral structural segments # of the outer support frame

what is the reason for this?

If the single-layer wind-collecting sheet is made of a harder material, as is the case with a plate made of metal or harder plastic, for example, its adhesion to its two lateral edge or fastening slats will have to take place in almost similar ways to those articulated in the description of the adhesion of the single-layer wind-collecting sheet made of a softer material to its two lateral edge or fastening slats. The only difference, however, between the two adhesion procedures under which the two single-layer wind-collecting blades of different materials would be bonded to their lateral edge or fastening battens can be found in the form that the lateral edge areas of a single-layer wind-collecting blade made of harder material would generally have to have the same, offset wavy, toothed or other arbitrary unevenness as its compatible structurality before it is clamped between the batten elements mentioned above, compared to the unevenness of the contact surfaces of the associated batten elements, while such unevenness in the two lateral edge areas of a wind-collecting blade made of softer material would only come about through the clamping which would be exerted by the batten elements facing each other on the respective lateral edge area of such a wind-collecting blade, a sufficiently robust plastic film, or a ++ä ++ä such a connection in one embodiment in the following way have to take place. ++eTal is able to completely fill the gap between two tooth or wave crests of the contact surface of the opposite batten element. NA-TAMAM

Partialization of the single-layer wind-collecting blades

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In the case of wind turbines with less material, there is, for the benefit of the fact, absolutely no technologically based necessity to manufacture the single-layer wind-collecting blade of the lightweight rotor blades in one complete piece, since the wind-collecting blade of such rotor blades, in contrast to the rotor blades of conventional wind turbines, which, if at all, are likely to be partially insulated in a very unfavorable way, could even be composed of several partial areas arranged one after the other along the lightweight rotor blade in an even more advantageous construction. Depending on the type of material, the partial areas of the single-layer wind-collecting blades can be connected to one another using any connection system, such as a convex-concave rail system or other locking devices, but this is in no way an indispensable # unavoidable # necessity, which is why a partialized single-layer wind-collecting blade of a lightweight rotor blade, if its material is sufficiently robust, would generally be able to fulfil its function just as well as a uniformly designed single-layer wind-collecting blade would in principle be the case. If one wanted to provide the frame of such a rotor blade with intermediate bridges to reinforce the inside of the support frame, the transversely situated # lying # edge areas of the individual elements of a partialized wind-collecting blade could be attached to these intermediate bridges in any way. partialized layer separated in the transverse direction. Wind. ### One of these methods is exactly the same, or a similar, fastening process to that which I described for binding the lateral sections of a windbreak blade to the load-bearing lateral elements (structural segments) of an external support frame. In the first version # of this method, the upper and lower fastening battens, which have a convex cross-section, of each element of a partialized single-layer windbreak blade - or of each of its structural elements - would be inserted into the corresponding bridge rail, which has a concave cross-section, and then shot into this rail using the fastening methods already described, and then fastened to the latter in any desired manner, such as screwing, etc. However, since each single-layer # windbreak blade - or each of its components # is regularly located in the middle of the thickness of a lightweight rotor blade, and is not mounted in a forward or backward projecting plane of the latter, a direct pushing through the upper or lower fastening slat of the wind-catching blade or each of its components into the respective, transverse and cross-sectionally concave bridge # rails without further changes to the simple structure of the four-segment support frame of such a rotor blade. Such a change would, for example, either take the form of a longitudinal slot which would be present in each of the uncomplex side elements # of the support frame of such a light bar rotor blade, or in the form of a hole in each of these elements, through which an intermediate middle rail would be pushed into or up onto the cross rail of the wind-catching blade or one of its partial elements # on the one hand and into the rail of the cross element #7 of the support frame on the other hand, outward bending of the cross rails which receive the fastening slats and which are cross-sectionally concave would not be possible. With regard to partial elements, the best way of transversely securing said rotor blade or its partial elements to one another could therefore be an elongated, double-rail connecting element, which could be passed transversely through the opening provided for this purpose in each of the lateral elements of the support frame of the rotor blade and which would connect or fasten -either the single-layer wind-collecting blade to the upper or lower part of the support frame-, or each of its partial elements to its neighbour. Such a system would not only play a significant role in the transverse fastening of the individual elements # areas of a partialized single-layer wind-collecting blade to one another, but also in the fastening of the upper and lower edge of each non-partialized single-layer wind-collecting blade to the transverse upper and lower structural segment of the associated support frame, also fThis +Nevertheless, completely apart from the use of the previously mentioned transverse intermediate bridges reinforcing the support frame of the wind-collecting blade, or completely apart from the double-rail connecting or fastening elements to be used in the transverse direction, it would just as well be possible, as will be seen in the description of the two-layer wind-collecting blades to be discussed later, to compose the individual areas of each partialized single-layer wind-collecting blade from completely independent and thus also completely separate elements # areas, each of which consists on the one hand of a partial wind-collecting surface and on the other hand of the two associated, transverse support elements. These two transverse support elements # belonging to each individual wind collection blade # partial blade # would then, in the same arbitrary manner as already described, fasten the outer, transverse edge regions of each s # softer or harder partial wind collection surface # blade between the smooth or elongated toothed or corrugated contact surfaces of their two parts located one above the other and could be firmly mounted to one another. If the fastening bar of this partial wind collection surface together with the # convex tips of its transverse support elements were pushed into the running channel of the respective concave rail, which is connected to a + support arm or a mounting frame #, we would have a completely independent element of a complete wind collection blade, which together with other elements arranged next to it would have to form the partially insulated wind collection blade of a lightweight rotor blade. Dismantling of the support arms> The side support arms or support frames of a single-layer wind-catching blade do not necessarily have to be manufactured in one piece. W? Also assembly of the tubes >Here, for example, the side tubes # of the support frame of a single-layer wind-catching blade could be extended as desired using any connection system, such as those which have symmetrical, longitudinally equal # opposite # threads on both sides and which can be tactically # screwed into two adjacent elements of a longer tube in the same direction of rotation at the same time. Assembly of the side segments of the frames > The support frames # would also be able to be set up into individual elongated elements which could be assembled or extended using any connection system, but preferably internally. Convex rail cross-section instead of concave > The rail on the inside of each support arm # or support frame # of the outer support frame of a single-layer rotor blade could, in a less advantageous form, have a convex cross-section of any shape instead of a concave cross-section, against which the fixing # fastening # bar of the single-layer wind collection blade would then have any concave cross-section shape that is compatible in a corresponding manner. If one wanted to manufacture an entire rotor blade of the type described above, ie from the self-dismantling segments, at the site of the installation of a lightweight wind turbine which could be manufactured in any conceivable size, ie also in any size of the conventional wind turbines that are currently in use everywhere, one would first have to assemble the two support arms # or support frames # lateral structural segments of the outer support frame of this rotor blade from their elongated individual elements. Then these support elements # would be mounted on both sides of the rotor blade base part and then the two fastening slats of the entire wind-collecting blade or the two fastening slats of each of the individual elements # parts of the partialised wind-collecting blade that had already been prefabricated at their production site would be inserted into the running channel of the respective concave rail nen - of the support elements # - of the mentioned lateral segments of the. . . ? and to fix them there in any way. NA-TAMAM TAMAM

The extremely simple installation of a lightweight wind turbine at its installation site

In this way we would then be dealing with a wind-collecting blade of an extremely simple to construct lightweight rotor blade, which could be assembled at the site of use of such a lightweight wind turbine within a very short time and mounted on the central area of the wind rotor to be used. Both the type already described above and the other versions of lightweight wind turbines to be described below would be able to be purchased and put into operation anywhere, even in the poorest country in the world, simply because of their extremely low manufacturing, transport and installation costs. They would thus be able to accelerate the implementation of the concept of the global energy transition in such an intensive way that, for example, even their medium-sized versions could be financially leveraged, purchased by almost every small community, not just in the Federal Republic of Germany, but everywhere on earth, and easily installed in the area of a nearby RETEC line. Therefore, these lightweight wind turbines would soon make the generation of wind turbines used to date, which were associated with enormous manufacturing, transport and installation costs, a category of such turbines considered to be a thing of the past, since the wind rotors of the long-tower lightweight wind turbines or those of the turbines that would be equipped with extendable towers would also perform their function at greater heights and in this way make the use of the high-priced wind turbines used to date completely superfluous. ++äThe existing mounting bar of the single-layer wind collector blade, which can be of any cross-section, could be inserted and secured there in any way. ++äRail with draw screws ### Rail intermediate part ### TAMAM

Single-layer lightweight rotor blades with outer support frame, which would have rod-like side elements # bala #

The lightweight rotor blades, which consist of a single-layer #- softer single-layer #t material in their main wind-catching area, which would be provided with an inner support frame, usually made up of two elements in the vertical direction

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The single-layer lightweight rotor blades with an external support frame, which would have rod-like support elements, are rotor blades whose single-layer wind-collecting blade receives its all-round stability due to the use of a support frame in which the lateral elements consist either of longer rods or of longer tubes. Rope for frame ###The structure of such lightweight rotor blades therefore generally represents the structural form which, viewed as a whole, can be regarded as the simplest structural form of all lightweight rotor blades. In these rotor blades, each support element of their frame system, which in itself represents an independent support arm # (or an independent simple support frame) - of the respective frame system, can generally be constructed in two forms. In one design version, this side element would generally consist of a single tube or two tubes of any cross-sectional shape standing next to each other, but in the advantageous manner that the lateral region of each of the two tubes in the double-tube frame system and the lateral region of each of the two outer tubes in the four-tube frame system would have an aerodynamic shape. Each of the two or four tubes could themselves advantageously consist of any light material such as aluminum, lighter metal alloys, or durable, simple or complex structured plastic. While each of the two lateral tubes of a vertical double-tube frame system, or each of the two outer tubes of a four-tube frame system, would in the simplest way have a circular cross-sectional shape, such a general cross-sectional shape, particularly in the case of the use of a two-tube support arm, could also change into a slightly flatter oval, semi-oval, elliptical or semi-elliptical shape, while in the case of the four-tube support frames the cross-section of each of the two inner tubes in the simplest way and in addition, the most structurally appropriate form should be square or rectangular with the same depth and generally larger width. Pyramid-++

Two-layer rotor blades with outer # support frame

Two-layer lightweight rotor blades with outer # support frame, which had rod- or tube-like # framework-like # side elements

Slats or partial slats ### parallel double rails ### If, in the basic design of the lightweight rotor blades provided with an external support frame, the lateral fastening slats of the single-layer complete # wind-collecting blade or those of its partial areas were mounted on a two-layer complete # wind-collecting blade or on its # partial sectors instead of being attached to a # single-layer wind-collecting blade, we would be dealing with the second simplest # structure of a two-layer lightweight rotor blade. ++ää i.e. the fastening slats which, in order to connect a wind collection panel to the outer frame of the rotor blade, would have to be inserted into the running channel of the concave # bala # rail of a support arm # or of a mounting frame #, which is winged inwards on both sides in its open front area, (separable or non-separable form to #) a double-walled wind collection surface connected, ++ää the other rail shape ### round tube etc. ### open bracket round or square etc. to a round or square connecting tube ### labehhaye baghali ### Such a double-layered wind collection blade would, depending on the choice, just as was the case with the description of a single-layered wind collection blade, either consist of a softer but sufficiently durable plastic or rubber film # flat # layer #, of a material woven from any plastic or textile fibers, or of a harder plastic or metal plate. Concave-convex - description ### While in any one embodiment # each fastening strip of the wind-catching blade to be inserted into the running channel of the corresponding rail of the support frame - of the double-layered wind-catching blade># which has a concave cross-section - could form a unit with the latter if the latter is made of plastic or metal, the connection # of the fastening strip of the wind-catching blade to this strip could be done in any way +so # in such a way # that fastening of the latter to the # lateral elements # of the support frame would be fully guaranteed over a considerably long period of operation. In particular, a double-layered wind-catching blade made of a softer material could in any one embodiment # with two lateral inner #? Slat elements of any cross-section, each of which would be firmly screwed to the outer element of the respective fastening slat, which is compatible in terms of cross-section and also has a convex rail, at certain intervals, thus firmly clamping the single layer of the double-layer wind-collecting blade between itself and the outer slat element. The same inner slat elements could also be used for the double-layer wind-collecting blades of harder material, while in the case of such wind-collecting blades being made of a uniform material either in their entirety or only in their lateral areas, each of these inner slat elements could be integrated into the same material casting. ? Outer support frame ==(O Half circle connecting tube connection####While each double-layered wind-collecting blade made of harder material, which would be attached to an outer support frame, could be completely or partially halved along its largest cross-section,? the two halves of which could then be attached to each other in any way such as screwing etc., it could be in any form either empty, filled with air, or provided with other inner filling. ?Rabethaye milehe dachel faghat bala wa pain ### The inner filling could, as desired, also consist of a generally uniform, removable or non-removable # bala # cross-lamella grid or of two halves created along its largest central cross-section ?, while the free interior spaces of this cross-lamella grid or those of its two halves ? could also be covered with Stropo # in any additional form. ? The concave cross-section connecting rail of the outer support frame could be dismantled on one or both sides and thus consist of two or three rail elements. In this design, one or both rail elements would have a hook-shaped structure in their outer side area, into which the corresponding, outwardly bent edge of the main element of the rail would be inserted. The affiliation of this one or both of these side elements of the concave cross-sectional connecting rail # fastening # could also be adopted by the convex connecting rail # which had to be used in a removable or foldable or foldable and sliding form. "If one wants to attach a wind-catching blade to the # two side elements # carrier # bala # schajad # of its # outer support frame, without removing any convex cross-sectional rail into the channel of its opposite counterpart, one would first position each of its fastening slats # slat elements # in the installation plane of the respective support frame and next to the corresponding, cross-sectionally concave rail of this # support frame. ? Then, after properly positioning one or both of the side rail elements, one would fasten one element to the rest of the rail or both elements to each other and therefore also to the cross-sectionally convex rail between them in any way such as screwing etc., whereby # as a result # the wind-catching blade would be mounted # fastened # to its support frame without a thrust function, just like the double-layered, harder material wind-catching blades of the other support arms ### one> out of one> in two> out of two;> in

The lightweight rotor blades, which are made of single-layer #- softer single-layer #t material in their main wind-collecting area and are provided with an internal, usually two-element vertical support frame #

The lightweight rotor blades, which are provided with an inner, generally vertically two-element support frame, would in one version of their main wind-catching structure consist of a softer, single-layer wind-catching blade, which could be provided either by a sufficiently thick and thus resilient softer plastic or rubber film layer, or by an equally durable material woven from plastic or textile fibers. single-layer harder > In the other version of their main wind-catching structure, such lightweight rotor blades - such a single-layer - consist - first and foremost - of a harder, single-layer wind-catching blade, which could generally be provided by a harder plastic plate, or also by a metal plate of lighter material. ++ ?In their other main structural area, such lightweight rotor blades consist of an inner support frame which, in addition to the upper and lower frame elements which are responsible for the vertical stability of the support frame, would generally also have two lateral support arms # support segments # or support frames # to be covered by the material of the softer, single-layer wind-catching blade. They would also consist of 4 inner ### Each of these lateral -support arms #- support segments # -of an inner support frame-# bala # -or. Each of these lateral support structures #?- would, in the case of the use of a -single-layer- softer single-layer wind-collecting sheet, which would consist either of a homogeneous plastic or rubber layer, or of a material layer woven from any plastic or textile fibers # bala #, be able to achieve its - fastening- supporting function in one type of structure in such a way that it would be enveloped by the folded-over edge area of the softer single-layer wind-collecting sheet, which here would generally serve as its fastening -clamp- sleeve of the same length. with plastic hole through in the form of a cuff from top to bottom or rail #### This fastening clamp cuff # made from the material of the softer single-layer wind-catching sheet would be useful in terms of assembly in such a way that after each of the two lateral edge areas of the softer single-layer wind-catching sheet has already been folded over at the factory and then firmly connected to the main sector of the latter in any way such as sewing together etc., this folded edge area of the softer single-layer wind-catching sheet could envelop the respective lateral -# bala # support arm #- support segment # (-or the respective support frame-) in such a way that it could simply be pulled down like a cover over such a (-supporting #) lateral # frame element from top to bottom and would thus cover it completely, simple+lateral bresente While such a fastening cuff would also be able to serve in a different design and thus not only from the lateral Edge area of the softer single-layer wind-catching blade, but as a separately prepared unit made from the same or any other material, each lateral support segment of an inner support frame, which could assume any arbitrary cross-sectional shape and thus also a longer and narrower rectangular cross-section, would also be able to be composed of more than one rod or tube, whereby the rods or tubes used would generally and despite the fundamentally more stable arrangement not be arranged in a direction perpendicular to the plane of the softer single-layer wind-catching blade, but would have to be arranged in the plane of the latter and with the help of any transverse connections. The joining of the first folded edge area of the single-layer wind-collecting sheet made of softer material to the main sector of the latter, or the connection of the previously mentioned fastening sleeve, prepared in advance in a separate way, to the main sector mentioned, could also be designed in a reversible structure. In the reversible form of joining the two mentioned connecting partners, the edge area of the softer single-layer wind-collecting sheet to be folded over, which is first folded over by the main sector of the latter has been cut off, or the fastening sleeve made of the same or a different material # bala #, which exists separately from the outset, can be connected to the main sector of the wind-collecting blade by means of a two-element rail system with a concave-convex or vice versa cross-section. Bala -, or by means of a three-element concave-convex-convex-concave etc. aerodynamics everywhere ### In the other, slightly different design version -here too- a two-element, cross-sectionally concave-convex rail system could be replaced by a three-element, cross-sectionally concave-convex-convex-concave or #nnn convex-concave-concave-convex rail system, in which the single-layer softer wind-collecting sheet would first be positioned in the largest central cross-sectional plane of the support frame and then, as a result of the insertion of the middle rail element, would be pushed into the mediating space between the two main rail elements, thus connecting these two together. Bala # OK DD Bala # +intermediating rail element partialized ## In case of using a single-layer harder wind-collecting blade, the structural conditions # which apply to the single-layer softer wind-collecting blades to be mounted on an inner support frame would partially or completely coincide with the structural conditions # of the single-layer harder wind-collecting blades to be attached to an outer support frame.
In the case of such lightweight rotor blades, one could use either longitudinally split support elements in one design version, which would fasten the wind arresting plate # between them in its two lateral edge areas by screwing them together, or one could use longitudinally single-piece support elements in the other design version, which would allow this plate to be mounted using any fastening device, i.e. either using simpler means such as lateral screwing # bala 7 bale nah # , lateral connection, which would be done using any connecting clamp or connecting cord, or using the two-element, cross-sectionally convex-concave or concave-convex or three-element # cross-sectionally concave-convex-convex-concave or canvex-concave-concave-convex or # or differentiated # bala # rail system. In this construction version, too, both a # aghab # pipe system and a scaffolding system # jelo # of any cross-section could be used as the main element of the supporting frame of the respective lightweight rotor blade. ++ -various-, -connection with the axis of the pyramid- etc. mojazza

Two-layer lightweight rotor blades made of softer material with external support arms that are usually made up of two elements in the vertical direction

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Two-layer, lightweight rotor blades made of harder material, which would be provided with an inner support frame with several support elements #

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material TAMA

Two-layer, lightweight rotor blades made of harder material with inner, two-element vertical support arms

--ää

Two-layer, lightweight rotor blades made of harder material, which would be provided with an inner support frame with several support elements #

--ää

The design of a two-layer lightweight rotor blade with an inner, vertically two-element, segmented support frame is almost similar to the description of the single-layer lightweight rotor blade with an inner, vertically two-element, segmented support frame. If a double-layer wind-collecting blade is used which either consists of a durable, softer but uniformly homogeneously structured plastic, as is usually the case with a flexible, sufficiently thick plastic layer, or is made from a material layer woven from plastic fibers or sufficiently robust textile fibers, then this softer, two-layered wind-collecting blade will, in the simplest construction version of such a rotor blade, be like a flat fabric cover which is pulled tightly over the two lateral, vertically directed support elements (segments) of the inner support frame of this rotor blade and down to its base area. This double-layered wind-collecting blade can be attached to the inner support frame of such a rotor blade using one of the two fastening methods described below, or by combining the two methods shown below. ++In the first method, both the upper and lower edge regions of the double-layered wind-collecting blade would be attached to the inner support frame of such a rotor blade using any connecting clamp which can hold the reinforcing rings of any type or d++ D luleh dachell wa luleh khareji ### If a holistic #neg -or partially-insulated- double-layered wind-collecting blade made of harder material is used, then when assembling the respective lightweight rotor blade the two laterally located hollow # locks # of this double-layered wind-collecting blade -plate- # are simply pulled over the two lateral, vertically directed double # 7 elements of the inner support frame of such a lightweight rotor blade from above and thus down to its base area. While the adjective term "vertical" used above refers to the side elements of the inner support frame of a lightweight rotor blade that is, purely imaginatively speaking, standing vertically and thus on its base, it should also be noted that the pulling of the two side locks mentioned above over the two side elements of such an inner support frame could just as well take place from below and therefore upwards. Opposite screw holes of the blade and the segment #. ## ++, which have to support the double-layered wind collection surface, are pulled down and attached to these or to the base area of the rotor blade in any way. Screw fixing###++Equally, each two-layer wind-collecting blade made of a harder material of each lightweight rotor blade provided with the inner support frame can either be manufactured in a uniform # holistic # shape and thus in a single piece, or in a much, much more advantageous form from any number of # placed # partial areas or body elements arranged next to each other or, viewed in a vertical alignment, one below the other. The two-layer wind-collecting blade made of a harder material of each lightweight rotor blade provided with an inner (and outer bala) support frame or each of its body elements could be equipped in its inner area in an additional form and in a completely arbitrary manner with structure-stabilizing transverse slats of the full or partial width that cross each other at any angle, while the spaces between them and any spaces that may arise below and/or above them could either remain empty or be filled with lighter, in an additional way structurally stabilizing materials such as Steropo etc. tekrari ## Furthermore, each two-layered, holistic wind-collecting sheet made of a harder material or each body element # of its partialized shape - structural elements - could, depending on the construction form already chosen, be divided into -at least- two equal-area plate halves # in any way and thus in particular in the region of the plane with its middle thickness, i.e. in the plane of its largest cross-section, while, if desired, such a configuration could also be able to exist in two or more planes. multi-layeredness ok# In the event that a two-layered, wind-collecting sheet made of a harder material were to consist of several partial regions located next to one another along the length of the latter, such structural elements # corpus # would, if desired, also be able to be divided into any layers or sections located transversely with respect to the longitudinal axis of the partialized wind-collecting sheet. Connecting segments of any structure and of any material can be separated from each other #. The individual body areas # of a partialized wind-collecting blade made of harder material would be able to be simply cut smooth in their end areas extending transversely to the axis of the latter and thus be in contact with each other in the form of a simple, tight end plane to end plane, or their end surfaces could be designed in completely arbitrary shapes in alternating convex and concave ways and thus they could have structures that are compatible with each other. Such a structural interrelationship of the end surfaces of the partial areas # bala # of a wind-collecting blade divided along its longitudinal # bala # axis would be able to create a continuous whole from a partialized wind-collecting blade, the transport and handling of which would be much, much easier, after its assembly, both without the use of the bilaterally compatible intermediate segments and thus in direct form, or with the use of such intermediate segments. The same continuous integrity could also take place in the body of a partialized wind-collecting sheet, the individual sections of which had smooth end surfaces in their two end sectors, but at the same time were equipped with additional intermediate segments between them, connecting them to each other, or in a non-smooth manner and with or without additional intermediate sections+concave-convex connecting piece++äIn the internal structure of a two-layer wind-collecting sheet made of harder material or in the internal structure of each of its components, there can be connecting/amelias which in any form either from one or from both . . . . it ++ä TAMAM

Two-layered, lightweight rotor blades made of harder material, which would be provided with an inner support frame with several support elements #

Any integral or partialized wind-collecting blade made of harder material would be able, from a certain width, to contain, in addition to the two lateral segments of its inner support frame, several inner frame segments # in an additive manner, which could provide additional stability to such a wind-collecting blade as inner segments of the aforementioned support frame. These inner, additionally existing frame segments, which would be attached in the upper area of the support frame to the upper segment of the latter and in its lower area to the base segment of the support frame, would, in the case of the use of longer lightweight rotor blades, just like the two lateral segments of the support frame, also be able to be attached centrally or even at different heights by connecting joints or connecting rods - on one or both sides - to the base segment of the support frame.
Such a fastening, as is generally the case with the two lateral segments of a support frame, could take place either on one or both sides, ie either only in the rear area of the wind-collecting blade, only in its front area, or most effectively in both its front and rear areas.

Two-layer, lightweight rotor blades made of harder material, which would be provided with an inner support frame with several support elements #

When using an inner support frame equipped with a single support element on each side - two elements - one is usually dealing with an inner right and an inner left support arm or < support frame, whereby each of these support elements in a reinforced construction version should also be able to occur in a double version, usually in the plane of the wind-collecting blade. Contrary to this basic design version, a wider two-layer wind-collecting blade could also be provided with an even more robust inner support frame, which would then not only have two single or just two double lateral support arms or support frames, but also not just single pairs of them, but also further -centrally positioned- support arms or support frames #ü, which would also be located as single or paired support elements in other -inner- areas of a two-layer lightweight rotor blade # provided with an inner multi-support frame. two blade halves on top of each other - This type of stronger internal construction of a two-layer rotor blade would be particularly suitable for wider lightweight rotor blades, whereby a correspondingly higher stability could be achieved for such rotor blades.

The different forms of the external shape of a lightweight roto-wing

The external shape of a lightweight rotor blade can be structured in any shape within the functionally permitted aerodynamic limitations and thus in completely different forms, in such a way that it either takes on an external shape that is similar to the external shape of the rotor blades of conventional wind turbines, which have been the most common to date #, or it would have to take on a very simple, usually rectangular shape. Thus, the external shape of a lightweight rotor blade within the framework of the first-mentioned design version can, in addition to its basic aerodynamic cross-sectional shape, also have similar structures to conventional rotor blades in areas where the latter show more significant differences in dimensions. These areas include in particular, firstly, the area of the bound end of the lightweight rotor blade #, which represents the area of the latter closest to the axis and can therefore be wider or more corpulent accordingly, and secondly the area of its free end, which would be subject to less force and would therefore have to take on an increasingly narrower partial shape. However, such a change in shape is actually not necessary at all, since a lightweight rotor blade would no longer have to achieve its external, design-specific structural stability solely through the reduction in mass, which was considered absolutely necessary for conventional rotor blades and which, in the latter case, is forced to increase towards its free end due to the absolute lack of self-supporting force, but its external shape is determined primarily by the existence of its cable or rod construction, which is usually supported on both sides and which to a considerable extent eliminates the strict self-supporting force of such a rotor blade. Therefore, the general statement that applies in principle would always be that if such a rotor blade were to maintain its maximum efficiency on all sides, then it would always have to be manufactured in its design-specific general structural form, which is much less material than conventional rotor blades. This specific structural form of the lightweight rotor blades would be longer, square and also quite flat. shape, with its thickness decreasing accordingly in the area of its two edges and thus being able to form a sufficiently aerodynamic shape.

Assembling a lightweight rotor blade at the site of the installation of a wind turbine using less material

Once the wind-catching blade of an easy-to-construct rotor blade consisting of a harder or softer wind-catching surface has been completed, either as a whole or from its individual components, all that is needed is to place the upper frame element on the still free end of the wind-catching surface in order to carry out the very last phase of its construction. In this final phase, the upper frame element of a shorter lightweight rotor blade would usually only be connected to the base area of the respective lightweight rotor blade by means of two connecting cables. These two connecting cables are located on the two face sides # of the lightweight rotor blade and thus in the central plane which is perpendicular to the wind-catching surface. They would be tied tightly to the base area of the lightweight rotor blade # at a sufficiently large angle of cable inclination in such a way that this rotor blade could not be subjected to any bending without feathering #. While in longer versions of such rotor blades it would be possible to use not only two tensioning cables used in the manner already mentioned, but also four or more non-feathered or feathered tensioning cables, two or four laterally attached, non-feathered or feathered tensioning cables could also be used for additional lateral stabilization of the longer rotor blade support frame. These laterally attached tensioning cables would also be connected to the base area of the lightweight rotor blade at a sufficient angle of inclination and thus, depending on their number, either only to the center point of each of the two lateral edges of the base area of the rotor blade, only to the # two ends of each of the mentioned edges, or both to the middle and the # end points of the mentioned lateral edges. Such rotor blades or their tensioning cables could be provided with a layer of softer material on their lateral movement frontal surfaces or also at other places that pose a risk of impact for birds. However, since, firstly, these lightweight rotor blades can be made considerably wider than conventional rotor blades due to their special design and therefore the ratio of their width to their thickness, and secondly, the size of their larger width can be kept constant up to their head area, they would in principle be able to be constructed in much shorter lengths, in relation to conventional large rotor blades, while absorbing the equivalent wind energy. This would mean that, despite their shorter length, they would be able to transmit a correspondingly greater amount of wind power to the relevant generator without However, the extremely high linear speed of the tip of the conventional large rotor blades had to be achieved, which of course could significantly minimize the risk of a violent impact on birds in a corresponding manner. Coat of the elements of the Wlnda collection area # # rotorig

Double-rotor lightweight wind turbines

Both conventional wind turbines and those equipped with the new lightweight rotor blades could be fitted with two individual wind rotors instead of a single, usually frontal wind rotor, which would advantageously be symmetrical to the axis of the turbine tower and thus be able to function at equal distances from this axis. These two wind rotors could either rotate completely independently of one another or be axially connected to one another with an energetically suitable phase difference, thus achieving coupled rotation. In the case of wind turbines that do not have a lifting or lowering mechanism in relation to their rotor platform, which is why their rotor platform does not have a central lifting or lowering opening, a single generator could be used for the two wind rotors, which would ideally be positioned in the middle of the rotor platform. On the other hand, in the case of wind turbines which have a lifting and lowering mechanism in relation to their rotor platform, which is why their rotor platform has a lifting and lowering opening in the area of the cross-section of the respective tower, instead of a single and therefore larger generator, two smaller generators could be used, which would be placed on either side of the platform opening and thus either along the length of the latter or along its width. sabet ham kegel # The rotor platform can be provided with either a blunt upper and a blunt lower support cone, or just a blunt upper or just a blunt lower support cone, which is in vertically displaceable contact on three or more sides with the round or three- or multi-edged # turbine tower by means of its adjacent wheels or rollers and, depending on the type of construction of the shell or lattice tower, by means of additional, vertically running rails or without these. Such a support cone # is also provided with a rotary motion system with both circularly arranged wheels or rollers and also circularly arranged gear teeth, which ### allows horizontal rotary motion of the rotor platform to be connected to the latter in such a way that, while it is clamped completely tightly in the vertical direction, it is always able to carry out its own horizontal rotary motion and thus also the horizontal angular motion of the wind rotors in the direction opposite to the air flow. The casing or lattice tower can be tightly fastened to the ground in a very advantageous manner by means of at least three or four connecting cables, which are tied to equal-numbered, electrically synchronized cable winding spools, which would correspondingly save a considerable amount of material for the casing or lattice tower. It would also be possible for such wind turbines to use a mantle tower, or in particular a lattice tower, which should actually be seen as the very preferred construction version of a turbine tower with any cross-section that remains completely invariant along the tower. And if such a turbine tower should be statically reinforced towards the bottom, as is usually the case with conventional, slightly conical or pyramid-shaped mantle or lattice towers due to their slightly conical or pyramidal shape, then this structure # shape reinforcement # could be realized internally and thus, for example, due to the presence of the longer inner, radially arranged triangular wings or triangular lattice. In the case of single or double rotor wind turbines which are equipped with a mechanism for raising and lowering the rotor platform, four, six or eight weight-supporting support tongues would be pushed out of the turbine tower or folded outwards and downwards # in any function and depending on the tower circumference in sufficient number # after the lower end of the blunt platform support cone has reached a sufficient height above the level of these support tongues. After this process, the rotor platform together with its # support cone or support pyramid would be moved back down by the corresponding height difference # until the lower area of the blunt cone or blunt pyramid with the recesses in which the support tongues can assume their non-slip position is placed on the respective support tongues. The raising or lowering # of the rotor platform takes place in the most favorable form using a cable system of any structure, and thus above all in such a way that, for example, a four-seat system would have to cope with this task. These four cables, the main part of their length # during the operating time of the wind turbine would be inside the shell or lattice tower, would first run upwards from the inside, near-ground area of the tower and then in the uppermost area of the turbine tower over four cable wheels or cable rollers installed there, with concave running surfaces, outwards and then back down to the upper area of the blunt support cone # and be attached to them. Furthermore, they would be connected somewhere inside the turbine tower to the upper area of a located in the middle of the cross-section of the plant tower and with its tip pointing downwards, which has the task of distributing the tensile force coming from below evenly across all four ropes. The downward-pointing tip of this force-distributing cone would then be connected to a stronger main rope, which would then itself be guided to the floor area of the tower by a guide device located further down and also in the middle of the cross-section of the plant tower. This guide device, which would ideally consist of four rotating concave rollers, would have the task of keeping the upper sector of this main rope, which would then be attached in the floor area of the tower to the rope winding sink # # of the electrical hoist and retraction system of the rotor platform, constantly in the middle of the cross-section of the plant tower during the winding-related back and forth movement of the lower section of the main rope wasly rotation of the rotor blades. In this way, it would be possible to move the rotor platform together with its # support cone or support pyramid up or down along the plant tower by pressing a button which causes the upward or downward movement of the main rope. Therefore, if any repairs were necessary on the rotor blades or in other areas of the energy transforming system of such a lightweight wind turbine, it would be possible at any time to lower the rotor platform to a height close to the ground at the push of a button and thus to carry out any repairs required on such wind turbines in the simplest way possible without any need to use any specially ordered crane truck. In place of the already described lowest sector of the rotor platform's up and down system, one could also use a four-flushing system, the flushes of which would be connected to one another in a mechanical-tactical way and thus rotate at exactly the same rhythm, which, from a technical point of view, would be much more complex than would be the case with the up and down system described above. In addition to saving material, the rotor or rotor platform of such lightweight wind turbines can be given additional structural reinforcement by providing it with one or two triangular wings or cable support systems above the rotor platform and perpendicular to its main plane and running along the length of the latter. Wing support triangles of this kind could just as easily be located just below the rotor platform or both above and below the latter and fulfil their stabilising function there. If chosen, each rotor axis could transfer its energy to the generator located before or after it via a gear of any structure in such a way that this gear could automatically switch to a higher rotation of the generator axis in the event of stronger air currents, thereby counteracting a higher rotation speed of the wind rotor. In a second version, a multi-stage generator could be used to keep the rotation speed of the wind rotor low, whereby in the event of higher wind speeds of the latter, another area or areas of a multi-stage generator could come into operation. Generator location ##

Single-layer lightweight rotor blades with outer support frame, which would have rod-like side elements # bala # S-12

Two-layer rotor blades with outer # support frame S-12

one> out one> in two> out two> in

Single-layer lightweight rotor blades with inner, usually laterally # two-element # projecting support frame S-15

Two-layer lightweight rotor blades with external, lateral two-element support arms S-17?

Two-layer lightweight rotor blades with inner, laterally two-element support arms S-17

Two-layered, lightweight rotor blades made of harder material, which would be provided with an inner support frame with several support elements # S-19

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Two-layered, lightweight rotor blades made of harder material, which would be provided with an inner support frame with several support elements # S-19

The external shape of a lightweight rotor blade S-20

OK-E?

Assembling a lightweight rotor blade at the site of installation of a less-material wind turbine S-21

Double rotor wind turbines S-22

(GETS) (Global Energy Transformation System)

in the form of the collective energy transformation system the subsystemic, climate repair global climate repair systems

In all systems of the global energy system GES, the fastening devices used can be those in which the fastening to be achieved would be achieved due to the rotational movement of one part of the respective fastening system in relation to its other part, as is usually the case, for example, when the nut of a two-part fastening system rotates in relation to its screw #, an anti-reversion device # in the following rough and therefore fundamental structural form could be used either for the nut only, or for the screw head only, or for each of these two areas of such a fastening system. Fixing holes: In each partial area of the open surface of the system to be fastened, which surrounds the guide # of the screw shaft # in the narrower sense, there is any number of fixing holes, which are located at a smaller distance around the said guide, while the said number could be chosen arbitrarily from 1 to X. While # the shape of the transverse cross-section of these fixing holes could be chosen in any way, the width and depth of these fixing holes would be able to be adapted to the size of the respective fastening system in a more limited sense. Toothed fixing disc: The toothed fixing disc functions in a similar way to the screw disc # but with the difference that they have dimensionally appropriate fixing rods corresponding to the selected number and size of the fixing holes, which would protrude from the lower surface of the fixing disc, which would face the aforementioned part of the surface of the system to be fastened.
Depending on the selected form of the respective fastening system, the fixing disc would either have a tooth circle that is usually open on its upper surface and upwards, or on its edge and open in radial directions, in which the teeth would not have two prism surfaces of equal size, but two prism surfaces of different sizes, while the smaller and therefore steeper surface of each tooth would point in the direction in which the nut or screw head should be tightened. Nut or screw head cup: The nut or screw head cup is a carrier for the nut or screw head, which on the one hand has exactly the shape of the nut or screw head and on the other hand whose internal dimensions correspond almost exactly to the external dimensions of the two parts mentioned.
This nut or screw head pot, in which # the nut or screw head would have to be placed before the fastening function, which is why it would have to rotate with each of the two parts mentioned during the fastening process, would have one, two or more levers spring-loaded in relation to their pivot axis, which could be pivoted reversibly in either tangential or radial planes depending on the type of construction already selected for the respective anti-revision device. While the locking head of each of these levers, which is usually located lower, would be constantly held lightly on the toothed, circular area of the . . . due to the effectiveness of the respective spring, the unlocking head of each of these pivoting levers, which is usually located higher, would be pressed downwards as soon as the head area of the respective wrench was pushed down over the nut or screw head pot. This would cause the locking head of the respective pivoting lever to detach from the toothed, circular area of the . . . and thus allow the nut or screw head cup and with it each of these two parts to be unscrewed again by turning the wrench back, which would not be possible at all without placing the wrench on the said cup and therefore also without the unlocking function already brought about and thus in an independent manner.

Reduction of the rotational speed of the wind rotors of all wind turbines, which would be caused by the pure generator resistance

In order to ensure that the rotor blades of a wind turbine are as harmless to birds as possible, or not at all, there are two methods by which the wind rotors of a wind turbine can be braked not mechanically but magnetically, and thus without any loss of electrical power. The first and less recommended method works regardless of how many wind rotors a wind turbine is equipped with, because it uses a single generator and an automatically switching stepped or continuously variable transmission of any structure, which has the task of increasing the rotation speed of the rotor of the single generator in relation to the rotation speed of the wind rotor(s) as soon as the wind rotor system is forced to rotate at a higher speed due to higher wind speeds. The second and much more recommendable method works with the same independence from the number of rotors either with several independent generators, which would either be in a row, or with each other and therefore with the main generator usually form a 90-degree angle and therefore with the rotor axis either a horizontally located cross-correlation #, a vertically located cross-correlation, or a combination of the two correlation forms mentioned . . . , #. + rotational speed with + In the same forms, i.e. either only in a single row and thus along the axis of the originally used single generator, or along each axis of one or each of the generators located in one, the other, or in both cross-correlations, there would be coaxial stage generator or stage generators, the rotor axes of which could be connected to one another one after the other using any gear or coupling system. If the rotor system is forced to have a higher rotation speed of the first stage due to higher wind speeds, the first gear or clutch system will automatically be activated, which will switch on the second stage of the first multi-stage generator, as a result of which not only the influential resistance of the first stage of such a generator, but the collective resistance of the first and second stages of such a generator will prevent the increase in the rotation speed of the wind rotor system. In this way, particularly due to the application of the second method, the rotation speed of the rotor system of a wind turbine can be automatically and constantly frozen at the lowest level, thus preventing violent collisions between the rotor blades and birds.

Classic wind turbines with internal water tank, hydrogen and oxygen tanks, as well as energy use modules that are usually cubic and therefore easy to insert or replace in the tower

In conventional wind turbines, the turbine tower, regardless of whether it was in the form of a lattice tower or a solid-shell tower, always had to fulfil a single task, the scope of which did not go beyond supporting the energy-converting area of these turbines, which reflected the corresponding inadequacy of the collective efficiency of these turbines. From both a technical and an economic point of view, this is to be regarded as a major error, which on the one hand was able to find its existence in the initial conception of these conventional wind turbines, and on the other hand whose existence was always overlooked in the further technical development of these turbines. Therefore, the previous retention of the conceptual error that the interior space of the tower of these turbines should remain unused in the future would not be justified either completely separate from the conception of the "Global Energy System" "GES", nor within the framework of the overall structure of this system. Thus, from now on, the interior of the tower of the conventional wind turbines that have been in use worldwide to date can be used both separately from the collective energy system and, in particular, within the framework of their integration into this system for various modular systems such as water tanks, hydrogen tanks, oxygen tanks, CO2 tanks, liquid fuel tanks, battery container systems, etc., although this has been dealt with separately in the specific area of the general design of the turbine towers.

Wind turbines with a vertical-axis rotor or rotors in which the horizontal rotor blades can rotate around their horizontal axes in accordance with the wind direction using any mechanism and thus either on a purely mechanical basis or as a result of electromechanical or electrohydraulic functions. ##ää

The rotor of such wind turbines works in such a way that the horizontally positioned rotor blades can always rotate 90 degrees around their horizontal axis in accordance with the wind direction, so that their main plane is in the semicircle of their rotation around the turbine axis, the so-called operating semicircle in the vertical position, and in the other semicircle of the aforementioned rotation, the so-called freewheeling semicircle in the horizontal position. According to the brief explanation already given in the title, their rotation around their horizontal axis could take place in any way and thus either in a purely mechanical way, or in an electromechanical or electrodynamic form. In the purely mechanical form of adjusting the rotation of the rotor blades, which can rotate 90 degrees around their horizontal axis, to the wind direction, there would be a purely mechanical wind direction determinator #, which would usually be located below the wind rotor rotating around its vertical axis and would therefore usually have to support it directly. Outside this wind direction determinator and only on one side of the latter, there would be a horizontally pivoting tail, at the open end of which there would be either a single larger or, in the much better case, two or, under certain circumstances, three larger pivoting blades positioned at an angle to one another, which, as a result of the air movement, would always be able to rotate into the position of the smallest possible air resistance and thus around the vertical axis of the wind rotor and in this way pivot the tail of the wind direction determinator and thus also the wind rotor itself into the same radial position. Inside the wind direction determinator there is a guide rail which runs up and down around the entire inner circumference of the guide circle and is either concave or convex in cross-section, ln or on which the open end of the pivot rod of each rotor blade, the so-called pivot rod rotor part, is freely attached. To ensure that the guide rail does not oscillate over an excessively large area and that the swivel rod does not deflect too much, there is a gear transmission between the swivel axis of each swivel rod and the rotation axis of each rotor blade that can be rotated by 90 degrees. This transmission consists of at least two intermeshing partial or full gears of different sizes in terms of circumference, of which the partial or full gear connected to the swivel rod would have a larger circumference in selected proportion, and the other partial or full gear, which is connected to the rotation axis of the associated rotor blade, would have a smaller circumference.
If the swivel rod is subjected to small swivels due to the small-scale oscillation of the guide rail, the horizontal axis of rotation of the associated rotor blade will have to rotate by 90 degrees after the respective movement has been implemented, which will give the desired variability of the resistance of the respective rotor blade when moving from one rotary semicircle to the other. In contrast, the horizontal # bala axis of rotation of each rotor blade, which should rotate by 90 degrees due to an electromechanical or electrohydraulic function, would be able to perform its partial rotation due to the functional combination which exists between a wind direction indicator of a on the one hand, and the other electrical, mechanical or hydraulic components that are generally common in the field of general plant engineering and therefore do not require any further explanation here.

Extraction of the carbon dioxide of the earth's atmosphere from the air by means of the use of air filtration cores, which would have to function either with the liquid or with the solid absorbers, while the functioning of such air filtration cores would be realized due to the extremely advantageous use of the narrow wavy molecular separation chambers #

Regardless of whether the carbon dioxide extraction cores, which consist of narrow, undulating molecular separation chambers inside, are composed of narrow, undulating molecular separation chambers that work with solid absorbents or of those that have to function with liquid absorbents, such carbon dioxide extraction cores would usually have either a cubic outer structure or, in less regular cases, a cylindrical outer shape. However, since the cubic outer structure of a carbon dioxide extraction core can provide better handling in terms of its modular functionality, I would describe the functioning of such a core in connection with its external cubic shape, while the basic functional principle of such cores would be considered to be almost exactly the same in the case of both the one and the other external shape.

The separation of the carbon dioxide of the earth's atmosphere from the air, which would have to take place due to its capture in any CO2 absorbing liquid located in the narrow undulating molecular separation chambers # of the respective air filtration core

Since every gas within a liquid would be buoyant and would therefore have to flow upwards, narrow, undulating molecular separation chambers would be used for the carbon dioxide separation nuclei that would have to function with liquid absorbents, in which the oscillating course of their waves would be vertical and thus the peaks and valleys of their waves would be horizontal. In this way, the air flowing upwards within each narrow, undulating carbon dioxide separation chamber and thus at the same time in the medium of the liquid absorbents in this chamber would have no other option than to flow upwards within this narrow chamber, oscillating back and forth past the two undulating walls of such a chamber. The nature of the undulating walls of this narrow, zlg zag-shaped chamber towards the top can generally be made either of a single material of your choice, which can thus represent these undulating, liquid-resistant walls in a single layer, or of two or more layered materials. In the first of the two cases mentioned above, the single-layer walls could either be made of any simple and thus non-catalytic material, or could be produced from any catalytic material that would favor the absorption of CO2 molecules in the liquid absorbers.
In contrast, in the second of the two cases mentioned above, the walls of each completely separate corrugated chamber would normally consist of a minimum of two layers and the walls of each corrugated chamber which would be structurally and thus wall-wise fused with its immediately adjacent corrugated chamber would normally consist of a minimum of # three layers, in which the middle layer of material would normally have the carrier function and each of the two material layers located on either side of the carrier layer would have the catalytic function. After the CO2 absorption process, the liquid would be able to release the carbon dioxide it has already captured by any method, but usually by the heat supplied to it, which it would have to achieve either from outside the air filtration core or from the internal heating elements.

The separation of the carbon dioxide of the earth's atmosphere from the air, which would have to take place due to its capture in any # absorbing solid material, which would normally have to form either the main layer of each of the two walls of the narrow undulating molecular separation chambers # of an air filtration core functioning in this way, or the lateral secondary layer of the actual wall of such undulating chamber

In the case of the narrow, wavy molecular separation chambers functioning in this way, in the preferred functional orientation of this chamber, the transversely oscillating line of the course of the waves of the two walls of this narrow chamber would be in the horizontal plane, which would imaginatively intersect these waves perpendicular to the main plane of this chamber. While in such a preferred functional orientation of the narrow, wavy molecular separation chamber, the highest peaks and the lowest valley lines would be in the horizontal planes, the function rotated by 90 degrees would also be ality orientation of this narrow, undulating chamber, in which each of the previously mentioned indication lines would have to assume a position rotated by 90 degrees, would not necessarily have a preferred rank, but would nevertheless be able to demonstrate full equality with the first-described functional orientation in terms of the mere functioning of the narrow, undulating chamber. Accordingly, with the first-mentioned functionality orientation of this chamber, which, depending on its functional nature, would have either two single-layer, two double-layer, or two multi-layer walls, the air to be filtered would flow into this chamber from one side of a narrow, undulating chamber and, after numerous oscillations within this chamber, exit from it again on the other side of the same and then, if desired, enter the next narrow, undulating chamber. The use of one, two or more layers of the walls of this chamber generally depends on whether the two undulating walls of this narrow chamber themselves consist of a solid CO2-absorbing material, or whether they are only made of load-bearing material and thus their other layer or layers have to be used to absorb the carbon dioxide and to catalytically promote this absorption. Just as with the release of carbon dioxide from the liquid absorbing it, the CO2 absorbed into the solid material can be released again from the solid material absorbing it using any method, but usually using heat, which would have to be supplied to this material either from outside the air filtration core or from inside this core and thus from the side of the heating elements located on the undulating walls of the narrow molecule separation chamber.

Various types of tower system construction for all different energy transformation plants

The various types of tower system construction of all the different energy transformation plants that would be used in the collective energy system KES would be able to be structured within the framework of individual choice, while at the same time they should be aimed at not deviating in the slightest from the highest possible technical or economic efficiency in their general construction. Therefore, each plant tower should not only have the support of the energy-converting areas of an energy transformation plant as its sole technical task, but should also be able to fulfil other functional tasks. For this reason, it is of great importance that the interior of each plant tower is also used in a functional sense, whereby a plant tower should be able to integrate functionally required technical modules into its interior, regardless of whether it has a circular or polygonal and thus a square cross-section, and secondly whether it has a lattice-like and therefore wind-permeable hull or a hull that is closed on all sides. In general, a tower used in a collective energy system can either be completely fixed in its overall length, as is usually the case with conventional wind turbines used to date, or its overall length can be variable, which would then make it a telescopic tower. Furthermore, its foundation could either be a solid body, as is the case with the foundation of conventional wind turbines used to date, in that it is made of steel fiber concrete, or it could be constructed from a hollow steel cage that is surrounded on all sides by a thin layer of concrete except for its upper area. The wall of this hollow steel cage would either consist of a uniform cylinder, which is not necessarily very convenient in terms of transport and which could form a unit with the ground before the steel cage is placed in the ground or could be separated from it, or it could be assembled from a few vertically deployable wall elements, the edge areas of which, with alternating hollow and raised structures, could be pushed vertically into one another, interlocking. While the connection of the bottom of the steel cage to its hull and the connection of the turbine tower to the upper area of the steel cage could be designed in a completely arbitrary manner, a steel cage into which the lower area of the turbine tower could be pushed down to its bottom would firstly save a lot of concrete and iron mass, and secondly provide an underground inner space of the turbine tower in which completely arbitrary modules such as water tanks, CO2 tanks, hydrogen tanks, oxygen tanks, various chemical process modules, etc. could be placed, which, in addition to using this underground inner space of a turbine tower, would also be able to make use of the above-ground area of the interior of the latter in an additional way, which, overall, would transform any tower that has so far only served as a support for the energy-converting areas of a wind turbine into a tower with versatile uses. While I see no need to describe in detail the technical properties of a fixed-length tower, which are in principle completely arbitrary, it should be mentioned that a system tower with a variable length, which could consist of two or more segments in any way, could in its simplest form have a telescopic shape, which could have any cross-section but usually either a circular or a square cross-section. However, while a system tower with a circular cross-section would need an additional internal lattice structure to make it easier to insert and remove the respective modules, a system tower with a square cross-section would not require such an internal lattice structure to the same extent. The modules to be inserted into the interior of a system tower, which would usually have to be placed in the lower areas of the lowest element of a telescopic system tower, would be functionally coupled to one another in a special way that ensures the best possible cooperation between the functions of the modules located one above the other. The removal or insertion of individual modules located one above the other, which could be placed one above the other either by their own coupling or by using a vertically movable container magazine, could be carried out either by operating a hydraulic jack located at the bottom of the tower or by activating a crane located in the upper part of the lowest element of the telescopic tower. The extension or shortening of a telescopic tower could in principle be carried out by any suitable, arbitrarily designed instrumental formation, within the framework of which the extension or shortening mechanism of the tower could take place either by using an appropriate single or double cable system, by using a single, double or multiple hydraulic system, or by using a gear-rack system. Since both a rope-based extension and shortening device of a telescopic tower and its main functionally similar, hydraulically functioning system could each assume any suitable construction due to the instrumental triviality inherent in them, because their functional principles are generally known, I will refrain from describing their construction in more detail here, which is why I will only deal with the rough description of the functioning of a tower extension or shortening system, which could take place either as a result of the operation of a two-wheeled, or in the much better way as a result of the operation of a four-wheeled electromechanical drive, which would either be located at the upper end of each lower element of such a tower and outside the same element, or it could be located at the lower end of each upper element of such a tower and inside the same. If either of the two options described above were used, the immediately adjacent elements of such a system tower would be slightly displaced in relation to one another by the vertical dimension of such a space due to the positional occupancy of the space occupied by the respective drive, which would be the case in the basic state of each upper neighboring element. If an upper tower element has reached its desired position during the lengthening of a telescopic system tower, then a locking system designed in any way would be able to fix the already reached higher position of the respective tower element in an additional form and thus effectively stabilize its weight. Such a stabilization system could, for example, function in such a way that after the respective tower element has reached the desired position, several thicker bolts existing on all sides could be pushed into the corresponding openings in the lower tower element either remotely manually or automatically. In a different type of tower element stabilization system, after the upper element has reached the desired higher position, several massive wedge-shaped stabilization tongues, which can be folded inwards from above and thus also downwards and are located in the upper end area of the lower tower element, could be folded out in the direction mentioned in one of the two ways mentioned above, after which the upper, already extended tower element could, after a minimal backward movement, reset itself on the folded out tongues and thus stabilize its weight. The folding out of the stabilization tongues could, quite apart from its alternative horizontal process, just as well take place from below inwards and at the same time upwards, whereby the upper tower element would no longer need any small backward movement in order to be able to be supported on the stabilization tongues, since the latter should, at the end of their folding out, directly reach either the end of the upper tower element or the upper area of the respective support openings. Since the tower elements of a telescopic plant tower should not have a conical but a cylindrical structure due to their technologically easier to design thrust mechanism, it would also be possible, if necessary, to set up such plant towers in an inverted row of elements, in which the inner, thinner plant elements would have greater stability and would therefore have to support the outer, thicker plant elements.

Water absorption from air humidity, which can be achieved by using one of the three differently placed humidity condensation platforms

the cooling water could be either flowing or non-flowing, whereby in the former case it would flow through the two wavy cooling chambers

Each of the three humidity condensation platforms mentioned above is roughly made up of three different functional areas, of which the first functional area consists of the shorter or longer and furthermore simple or complex structured air extraction columns, which usually protrude vertically from the horizontal plane of the respective platform level. While the simple air extraction columns consist of a single internal air duct, the complex air extraction columns are made up of several internal ducts of different lengths, all of which end with their lower opening in the platform level - and at the pipes Q that conduct the air. The operation of the internal air ducts of a complex air extraction column can be such that they function parallel to one another, or in such a way that the air extraction mechanism of each of them is automatically switched on or off depending on the higher or lower humidity concentration of the air layers Q at different heights. The second area of each humidity condensation platform consists of the arbitrarily wide, all-encompassing support structure of the platform, which functionally holds the upper and lower areas of the latter together and thus unites them in the overall structure of the platform. The third area of a humidity condensation platform is its lower area, which primarily has to carry out the process of condensing the humidity, while such a process can also take place in one of the other two areas, depending on the design of the respective humidity condensation platform, and thus either above the platform level or within the latter. The more energy-intensive condensation of the humidity could take place either due to the effectiveness of the electrically operated cooling units, which would require additional electrical power in addition to the pumping process, or as a result of the use of the thermally operated cooling units, which would have to function due to the combustion of any suitable substances, usually liquid or gaseous, such as petroleum, ethanol, methane, etc. The cooling of the condensing elements of the humidity condensation blocks could be achieved in a method with the lowest level of energy consumption, neither electrically nor thermally, but by using the sufficiently low temperatures of the deeper regions of the sea water, which would undoubtedly represent the extraction of water from the earth's atmosphere in the most profitable way possible. The heat or cold exchangers in which the condensation of the humidity takes place can be constructed in any structure, including the classically used form, in which sufficiently thin, flat metal plates arranged parallel to one another and the cooling pipes running perpendicular to these plates would fulfill their function. In the second design, the same cooling exchangers would be used, which would be more strongly inclined with their front block plane in relation to the direction of the air flow and more slightly inclined with one of their two side block planes, whereby the condensate would first flow more strongly downwards in the same direction of the air flow and then more easily in the opposite direction along the narrower dams perpendicular to the metal planes out of the cooling block and towards the collecting tank. In the third design, the same cooling exchangers, which are used singularly in the second design and could thus form a one-way humidity condensation block, would now consist of several plate strips in the same overall inclination, arranged at any suitable angle in relation to one another, all of which would together form a multi-stage humidity condensation block, the interior of which would have a corrugated structure in the direction of the air flow. In the third design, the almost identical humidity condensation blocks of the previously described structural forms would be used, and thus either as individual or collective blocks, in which the two inclinations of the humidity condensation plates would have to be the same, while the cooling pipes, which would still be vertical, would consequently no longer be perpendicular to these plates. And finally, the fourth - and in principle the most commonly used - design form of the humidity condensation blocks is described, which - in principle not only in the larger water treatment plants discussed here, but generally also in any smaller and thus usually mobile device such as any room air drying device - could be considered comparatively the best design form of these blocks. In such humidity condensation blocks, long and wide, small-wave structured, vertically positioned metal plates are used according to the two effective block dimensions, i.e. the inner length and the height of the block, to which, at sufficiently effective intervals, one or both sides, in a dense manner in cooling pipes running along their wave valleys. The moist air would then flow in from one side of each humidity condensation block and move horizontally through each wavy chamber either directly outwards, if the wavy chamber were long enough, or first towards the next adjacent wavy chamber, where it would condense its moisture on the two metal walls of each wavy chamber. The condensate that forms would then have to flow down the two vertical walls of each wavy chamber and thus to the channel below that would carry the condensate, which would be slightly inclined towards one of the two ends of the humidity condensation block and downwards. Then it would be able to flow from each of these slightly downward-sloping water transfer channels in the direction of the primary water collection tank located below, from where it could then be pumped to the associated collective collection tank, which is to be considered as the secondary water tank, after the electronic signaling has taken place, which would have to take place when the primary water tank is already full. However, the pumping out of the contents of the primary water tank would take place in such a way that it could only take place in parallel to the process of balancing the empty volume of the said primary water tank, which is brought about by the supply of air. If the design of the wavy condensation plates of the previously described air humidity condensation blocks were slightly different in detail, the cooling substance would no longer flow in the cooling pipes that are close to these condensation plates and therefore outside the wall or walls of a wavy chamber, but through the generally flatter channels that would have to be located within the plane of one or both walls of a wavy chamber, which would mean that the thickness of the respective wall or walls would be somewhat larger. To ensure freer air flow, the cooling pipes located outside the plane or body of each wavy wall could not necessarily have a circular or elliptical cross-section, but could have any other shape of their cross-section, while a narrower sickle shape that extends slightly outwards on both sides could represent the best cross-sectional shape for these cooling pipes. In one general design form of an air humidity condensation block with thinner, undulating condensation chambers, in which the cooling substance would not be one of the regular cooling substances used in industry, the deeper sea water or, in much, much rarer cases, groundwater would have to be used as the cooling substance. Depending on the type of overall design of an air humidity condensation platform, i.e. whether the condensation block should be located at a sufficient water or land depth below the water or ground surface, or in higher areas and thus, for example, above the water or land surface, one would be dealing with two differently designed air humidity condensation blocks. If the humidity condensation block were to be located at a sufficient depth below the water surface and thus directly use the open water as a cooling liquid, then it would be designed in such a lattice type that in its transverse direction it would be composed in alternating patterns of, on the one hand, the undulating condensation chambers closed with respect to the open water, and, on the other hand, of sufficiently wide spatial gaps located between the undulating condensation chambers, through which the open, deeper sea water from the lower part of the humidity condensation block to its upper part would either be able to flow freely or by pumping, which would be brought about by using the underwater pumps. If the moisture condensation block were not located at a sufficient depth below the water surface and thus could not use the open, deeper sea water directly as a cooling liquid, it could be located either in the area of the water surface or just below it, or, to a greater extent, on land, to which the open, cooler sea water could then flow from a sufficient depth below the water surface through a pipe that was sufficiently insulated, particularly on the outward route, after which the cooling water already used would no longer have to flow back to the same depth of the sea, but to the sea surface. In this case, one would then have to use not an open, but a closed humidity condensation block, which on the one hand would consist of the same undulating humidity condensation chambers, and on the other hand of the intermediate areas that are closed in relation to the outside space and are also undulating, through which the arriving cooler sea water should be able to flow from below to above. In this way, in a humidity condensation block, the moist air, which has been sucked out either from the space above the lake or from the area of the earth's atmosphere above the land, would have to flow horizontally from one side of the block through the undulating humidity condensation chambers, and the cooling water from the lower part of the same to its upper part and thus through the also undulating cooling chambers of this block. If the humidity condensation devices described above, which basically consist of many narrower undulating The choice of blocks consisting of air humidity condensation chambers and the spaces between them was simply because such cooling blocks have to represent the most efficient type in their functional category. In other words, this would mean that in principle it should be possible to use in this system not only the air humidity condensation blocks consisting of undulating condensation chambers described above, but also any other condensation device with a different design, including the structure of the classic distillation device consisting of a twisted pipe and a cooling vessel through which the cooling liquid flows. As far as the type of platform placement is concerned, there would be a total of three different options for positioning an air humidity condensation platform, of which the third would be the most commonly used version.
The first option for placing a humidity condensation platform would be to position it in the water area, in such a way that the full technical scope of this platform would have to be located mainly in the water. Thus, this type of placement would generally represent a floating humidity condensation platform, while the positional fixation of this platform would be ensured by a sufficiently flexible ground anchoring of any functional structure. The second option for placing a humidity condensation platform would be to position it in the lake water area immediately adjacent to the lake shore, in such a way that the full technical scope of this platform would have to be located in this lake water area. Thus, this platform would no longer be able to be a floating platform, but would have to have its support due to the use of support columns of any structure on the lake bed. The latter platform would also in principle be able to extend to any additional length onto the mainland and thus into the shore area, while in this case the support of the area of this platform in the water would have to take place on the lake bed and the support of its area on land would have to take place on the land floor. In contrast to the first placement option already described, the second option for placing an air humidity condensation platform, which would have to take place either only in the water area or both in the water and in the land area, would not be a floating platform, but rather a platform that would have to have a completely fixed position, despite the complete or partial use of the water medium. And finally, it is time to describe the third possibility of placing a humidity condensation platform, which would express its positioning in the land area, in such a way that, apart from the one special case of using the cooler lake water, the full technical scope of this platform would have to be located in the land area of a shore zone or, in rarer cases, in a land sector located further away from a shore zone.
The inner surface of the wavy walls of the wavy chamber through which the air flows can either be completely smooth or can have any structure which, as is the case with the very narrow, elongated plates or strips which would be extended either vertically or diagonally downwards, would cause the resulting water droplets to slide downwards more quickly. The inner surface of the walls of the wavy chamber through which the cooler sea water would flow could also be provided with any structure of this kind. The air humidity condensation block could not only have formed a single unit in its entirety, but could also be completely modular in both its coarse and fine construction, whereby in the former case it could be composed of any number of sub-blocks. The air humidity condensation platform could either cover its electrical energy requirements only with externally generated electrical energy, or generate the required electrical energy itself either partially or completely by using solar energy and wind power. In the second case, one would have to deal with four different elementary forms of solar panel placement, apart from wind energy. In the first elementary type of solar panel placement, the water tanks, condensation blocks, battery blocks, etc., if they were not placed somewhere below the surface of the platform and thus on the ground, but on its surface, would be directly or almost directly covered on several sides with solar cells. In the second elementary type of placement, there would be a solar roof over each of the previously mentioned areas, which would be located at a suitable distance above the corresponding area. In the third elementary type of this placement, there would be only one panel system, only two panel systems, only three panel systems, or four panel systems next to the surface of the platform and thus either only on one side, only on two sides, only on three sides, or on all four sides of the platform and therefore outside its surface in a corresponding way. In the fourth elementary type of this placement, there would be towers of any reasonable length or height, each of which would be equipped with one, two, three, etc. solar wings in its lower part and on each of its two sides, and with any number of wind turbine rotors, usually with a vertical axis, in its upper part. These two solar panel wings could either have been manufactured in the first design version and thus assumed completely fixed positions, or in the second design version, they only have the first degree of mobility and can therefore only rotate around their own, and therefore horizontal, axis. They could also be manufactured in the third design version and thus be allowed to have both the first and second degree of mobility, which means that they can rotate around the vertical axis of the turbine tower as well as around their own, horizontal axis. In this system, the front area of the tower could optionally also have a solar panel system, which, in a similar way to the bifunctionalization of conventional wind turbines, can either be completely fixed in the simpler design versions or can only have one degree of freedom of movement. With one degree of freedom of movement, the tower-front solar panel system would either only be able to change its inclination in the respective vertical plane, which would have to happen due to the change in the distance between its lowest part and the tower, or change its orientation in the horizontal plane, which could happen either due to its own rotation in the same plane, or due to the rotation of the system itself. Within the scope of the two-degree freedom of movement, the tower-frontal solar panel system would be able to change its frontal orientation in both the vertical and horizontal planes, which, from a technical point of view, should be able to happen in each of the two simpler construction versions described above, as well as in the complex case of the two freedoms of movement of this tower-frontal solar panel system discussed here, either by operating an electromechanical, an electrohydraulic or an electropneumatic device, etc. In the same way as it can also be the case with the bifunctionalization of conventional wind turbines, often manufactured in larger body dimensions, the two lateral solar wings and the tower-frontal solar panel system could be supported both in the case of their structurally uncombined and thus simple use and in the case of their structural combination, in which they would together form a structural unit, with the help of one support ring, or in an even better construction, with the help of the two support rings at different heights that completely surround the system tower. the antagonist and can thus rotate around it in any direction, which can significantly increase the production of electrical energy of both a classic and a modern wind turbine. In principle, it will be entirely up to not only every operator of an air humidity condensation platform, but also every user of another energy transformation or fuel production platform used in the global energy system, in which simple or combinative component structure he can commission the construction of his respective platform, which is why an air humidity condensation platform should also be able to have any combination of the energy-generating components, which were roughly described above.

The 90-degree rotation mechanism of the flat, horizontally circling blades of the vertical-axis half-wind rotors

The rotation mechanism of the flat, horizontally-axis blades of the vertical-axis half-disk wind rotors is designed in such a way that the inner end of the longitudinal axis of these horizontally-axis blades would be provided either in the first design version of the motion transmission gear with a proportionally smaller cylindrical gear, or in the second design version of the latter with a proportionally smaller conical gear.
In the first design version # b, the proportionally smaller cylindrical gear would be connected to a likewise cylindrical gear, ideally structured as a partial gear, which is larger in relation to the previously mentioned smaller partial or full gear, and which is in parallel axial correlation # to the smaller gear.
The outer or, best of all, the inner end of the axis of the cylindrical, proportionally larger full or partial gear wheel would be provided with a lever that can be pivoted back and forth in the horizontal plane, the outer end of which would in turn be connected to another, shorter lever # bolt # that is perpendicular to the first one, with the two levers mentioned generally being cast together from the start and thus having an overall structure that is continuous with one another.
The free end of the second, rather short lever would either be located in the wavy guide rail on both sides of the large guide disc in one design version, or in the second design version it could be located in a rail runner, usually provided with four rollers.
In both cases, the free end of the second, rather small lever, located in the wavy rail, would move back and forth during the rotation of the half-disk wind rotor, which would cause an oscillatory arc movement in the entire second lever.
This oscillatory arc movement of the entire second, rather small lever in turn causes an angular movement of the first, larger lever around the axis of the large full or partial gear, which would mean a 90-degree partial rotation of the first, smaller cylindrical gear.
The 90-degree partial rotation of the first # second # cylindrical gear is simultaneously accompanied by a 90-degree partial rotation of the first cylindrical gear connected to it, whereby the axis of the respective blade of a half-disk wind rotor and thus also the respective flat blade itself can be rotated by 90 degrees.
In the second version of the transmission structure, in which the inner end of the axle of each flat blade of a half-disk wind rotor would be provided with a conical gear, the latter structural version would have a non-straight transmission mechanism, which would have to represent an angled power transmission.
In this angled power transmission, the bevel gear located at the inner end of the longitudinal axis of each flat blade of a half-disk wind rotor would be coupled in one of the many possible design versions to a double bevel gear system in which the two bevel gears involved would be positioned with their backs to each other and would be fixed to each other in any desired manner, such as by 2, 3, 4, . . . cross screws, so that they cannot slip.
The teeth of the front bevel gear are engaged by the teeth of a relatively larger, vertical-axis full or partial bevel gear, which is provided on its front side with a -B vert. #- lever (tongue) that can be pivoted in the horizontal plane. This lever, which can be pivoted in the horizontal plane, is in turn provided on its free end with a smaller lever that is perpendicular to the lever that can be pivoted in the horizontal plane and that extends either upwards or downwards.
The free end of this, that it is perpendicular to the lever pivoting in a horizontal plane vertically standing smaller lever is located either in a naked manner or via a

Panelization of railway electric masts

The railway's electric pylons would be able to be paneled, in such a way that these pylons would either have full-surface solar panels in their free spaces, or ones that would not be fully covered in their plane in order to meet the smaller resistances to wind, but would have alternating strip-like empty spaces.
These solar panels could be in a simple, straight shape, or have any curved surface structure such as semicircle, etc. in horizontal planes.
Such mast solar panel systems can either be positioned in a fixed manner or can rotate with the apparent daily motion of the sun around the axis of its rotation in the horizontal plane.
The solar surface of the mast solar panel systems, which are more complex by a further degree of movement, would, depending on the choice, also be able to rotate in an additive manner even in vertical planes, which in the end should be viewed as a question of the efficiency of the technical effort.
In windy areas, the horizontal wind rotors of the smaller wind turbines would also be present and able to operate in a similar way on such masts, which would have to fulfil their task as vari-rotors, as rotating blade rotors, or other designed wind rotors.
In each of the above cases, the electrical energy already generated by the solar panel and wind power systems could be transported either in the air, on the ground, or underground from mast to mast and then finally to the intermediate stations.
Extraction of carbon dioxide from the Earth's atmosphere using the wavy chamber
The technology of the wavy chamber, in which the process of extracting the earth's atmospheric carbon dioxide is to take place, is a new particle or functional extraction technology, the detailed mechanisms of which have been presented in a detailed description, which is why I have wisely refrained from describing the detailed mechanisms of this new technology in more detail here.
Likewise, in the description of the collective energy system, I have been able to refrain from describing the detailed mechanisms of the varirotors of the wind turbines that can be used in this system, which are likely to operate not only monofunctionally but polyfunctionally, since these detailed mechanisms have been written in a separate document.