DE2819051A1 - Wind power drive for water lift pump - which lifts float, whilst subsequent lowering moves piston producing water jet driving second piston - Google Patents

Abstract

The unit converts wind power into usable energy. The wind power is used to drive pumps (Pu-Wi) to move water from a lower vessel (Wu) into a higher vessel (Wo). This water is subsequently allowed to flow into an adjacent vessel (Sch-H) by opening a valve (V3), resulting in a buoyancy member (S) being lifted off its support (St). The member is attached (T) to a piston (K) in a cylinder (Z). As the piston rises, the cylinder fills with water from a vessel (Wa) via valve (V1). Opening of valve (V4) allows the member (S) to sink. Closing (V1) and opening (V3) produces a water jet (Du) driving a turbine (Tu) as the piston comes down.

Description

Description:

Title: Method of generating energy by gravity, water and wind.

Application: Environmentally friendly energy generation.

Representation of the invention: 1. According to an energy generation plant The process includes at least two or more completely identically trained Aggregates (Agr) to achieve continuous performance.

2. The formation of such an aggregate (1) is shown in the system representations I and II shown.

3. For the sake of clarity, the unit (i) has 2 floats (S) and a piston (K) are shown, although there are also designs with several floats (S) and several pistons (K) are possible.

4. With the versatility of the design options a System and the individual units, numerous patent claims can be coveted.

For example for lock training, turbines, valves, slide valves, Contactors, pistons, cylinders etc.

5. The operation of the unit (i) is described with reference to the system representations I and II and the terms used therein for the better Understanding the procedure divided into 3 phases.

Phase 1: Rest position sheets 2 - 4 Phase II: Charging sheet S-phase III: Work performance sheet T Description phase I: rest position System representation (I) of the Agr. (1) P The load in to is equal to the water displacement of the two floats (S) where 1 m3 of water equates to the weight of 1 to is.

It consists of the dead weights of the: Floating body (S) supporting structure (T) Piston (K) Any necessary load in the floats (S) In the Rest position (P) rests with its full weight equal to its gravitational force on the Supports (St) at the height of (NWv) NWv The lowest water level in the part of the Entire lock called the neck of the lock chamber (Sch-H).

HWv The maximum water level in the lock chamber neck (Sch-H) up to Buoyancy of (P) Sch The main lock chamber is the part of the overall lock who lies below the (NWv) in (Sch-H).

It remains constantly filled with water up to (NWv) and is on all sides closed except for the lock chamber neck (Sch-H). Evaporation losses will be from (WO) added. Has (Sch) the same area as the lock chamber neck (Sch-H), it must be at least the same height from (NWv) to its base like the float (S) so (Sh) have to have the full buoyancy of the float (S) can already be achieved through the small addition of water from (WO), which is the space between (S) and the walls of the lock chamber necks (Sch-H) from (NWv) to the upper edge from (S) fills out (HWv). This is the constantly available buoyancy of the water in (Sch) used.

-Bere i? Otcitg rest position (cont.) Sch This execution requires however, the overall height of the lock chamber is very large. To reduce this disadvantage to hold, the main lock chamber (Sch) below (NWv) is extended laterally so that that their water content corresponds at least to the water displacement of (S).

This divides the entire lock chamber into 2 parts, namely: 1. In the main lock (Sch) with the largest possible floor area and small height, which is below (wv).

2. In the one above (NWv) due to the height of the float (Sh) certain high part of the lock chamber known as the neck of the lock chamber (Sch-H) will.

Sch-H The lock chamber necks are in the rest position up to (NWs) empty of water.

S The floats are in the rest position without any buoyancy in the lock chamber necks and rest with their own weight, the supporting structure (T), the piston (K) and the load on the supports (St).

Wu The water basins below are with the water from the lock chamber necks (Sch-H) and plenty of balance water.

Where the water bears are above with the necessary lifting water and filled with plenty of balance water.

Pu-Wi The wind-driven pumps supplement the required working water in constant pumping work day and night from Wu in W ,.

Wa The collecting water basin under the turbine (Tu) is with his Energy withdrawn pressurized water from the cylinder (Z) and sufficient balance water filled.

Besehreibum.g Rest position (cont.) Tu The turbine is during the time of rest (phase 1) and charging (phase II) of the unit (i) in the working phase (III) of the unit (2) and generates energy.

K The piston is at the bottom of the cylinder (Z) Z The cylinder is empty of water V1 to V The valves are all closed in the rest position.

Ld The pressure water line is from the cylinder base to (V2) in (Ld) filled with water.

L5 The suction water line is from the cylinder base to (V1) in (los) and further up to the water basin (Wa) filled with water.

Lz The water supply line is filled with water from (Wo) to (V3).

La The water discharge from the lock chamber neck (Sch-H) is from (RWv) to (V4) filled with water.

St The supports carry the entire load (P) and are constantly up to the upper edge of the wing at (NWv) in the water of the main lock chamber (Sch).

Phase II, i.e. charging, can now begin. Bes.chre ibung Phase II: Charging system representation (II) of the Agr. (1) V3 The valves in (Lz) are opened.

WHERE The upper water basins feed lock water into the lock necks (Sch-H), so that the floats (S) as soon as they are released from the inflowing lock water from (NWv) to their upper edge (HWv) are surrounded, with the help of buoyancy of the water in the main lock chamber (Sch), swim freely.

P The load (8description under phase I) is after reaching your Buoyancy increased by adding more water from (WO) by the lifting height (h).

h The lifting height is only a fraction of the height of the float (Sh).

V1 The valve in (Ls) is opened at the start of load lifting (charging).

V2 The valve in (Ld) remains closed during the lifting process.

K The piston is raised by the height (h) and sucks through (L9) Water from (Wa) into the cylinder (Z).

V1 U.V3 The valves are closed immediately when the lift height (h) is reached.

V The valves are now opened and the lock water is discharged from the (Sch-H) flows through (La) into the water basin (Wu) until (NWv) is reached.

V1 and V2 The valves are still closed. description P The load now rests with its full force of gravity after all buoyancy has ceased on the piston (K).

K The piston thus generates in the cylinder (Z) through the closed Valves (V1) and (V2) pressurized water.

Phase III, that is the work performance, can now begin.

Description of phase III: Work performance of system representations I and II of the Agr. (1) K The piston now rests with the full gravity of the load (P) on the water in the cylinder (Z) and generated because the valves (V1) and (V2) are still closed are, pressurized water.

V2 The valve in (Ld) is now opened and immediately it comes to Work performance.

K The piston now presses on the with the full force of gravity from (P) Water in the cylinder (Z) and generated through the line (Ld) through the nozzle (Dü) the turbine (you) energy.

P The load is lowered by the lifting height during this work (H).

S The floats rest at full speed after lowering is complete Load (P) on the supports (St) and also the piston (K) is on the cylinder base arrived, with which the work is finished and the rest position of the phase I reached again.

Wa The water collecting basin has the pressurized water withdrawn from its energy collected under the turbine (~ Ca) for reuse.

The work phase III of the unit (1) is hereby ended, the rest position Phase I has been reached again and the next unit (2) must begin its work phase III connect. BeechrelDng Additional remark about the movement The energy required by the valves can be generated by wind power, solar energy, self-generated Energy etc. are provided.

It should be noted that the above description is only systematic represents.

There are many variations in the design, but the basic system preserved.

For the creation of a plant, the new development of a larger one Number of individual parts may be required, which may also be patentable.

For example: valves, gate valves or contactors that close quickly and can be opened.

Pistons, cylinders, spindle guides for the floats, seals for high pressures and many other parts.

A performance calculation for arbitrarily assumed dimensions the individual parts of the units can be submitted at the request of the patent.

Advantages of the Invention 1. Totally environmentally friendly.

2. Only gravity, water and wind are needed.

3. Even high production costs are economical because they are expensive Drive means are omitted.

4. The water pressure on the turbine is constant.

5. Little maintenance personnel is required.

6. Low susceptibility to failure as no complicated machines are required and only clean water is used for operation, so that machine contamination omitted.

7. Independence of the location of such an installation from natural ones Watercourses, dams, etc.

8. Winter operation is possible by adding antifreeze into the process water that is constantly in circulation.

9. The performance of an installation can match the local needs well be adjusted. Also in terms of time.

10. Freedom in the choice of the dimensions of the individual units and their number, correspond to the needs.

11. The wind power can be used continuously day and night, if there is a sufficient amount of balance water in (WO) unff (Wu).

12. If the wind power fails completely, the required Pumping work is done by auxiliary pumps, which are otherwise usual by solar energy Drive means are operated.

13. The altitude of the turbine can depend on the local conditions can be easily adjusted.

Advantages of the Invention (cont.) 14. Power generation failures due to Repairs can be avoided entirely by creating a failure unit and possibly a reserve turbine.

15. Starting and stopping the system is without any particular difficulties possible.

16. Offers the design of a system and the individual units numerous combination options.

17. Construction costs can be due to natural local conditions such as steep slopes, quarries, old collieries and hydropower plants with high altitude Storage basins etc. can be influenced very favorably.

Explanations of the designations in the system representations I and II (in alphabetical order) Nozzle for the pressurized water in front of the turbine (Tu) u h height around which the load (P) is lifted HWv Highest water level in the lock chamber neck (Sch-H) on reaching the buoyancy of (S) K piston in cylinder (Z) continuously for suction and pressure water La pipe for draining the water from the lock chamber neck (Sch-H) into the water basin (Wu) Ld line for the pressurized water from the cylinder (Z) to the turbine (Tu) L5 line for the suction water from (Wa) into the cylinder (Z) Lz line for adding water from (WO) into the lock chamber neck (Sch-H) for lifting the load (P) NWv Lowest water level in the lock chamber neck (Sch-H) P The load (P) is formed from: The dead weight of the float (S), possibly with Ballast, the supporting structure (T) and the piston (K) Pu-Wi wind driven pump for pumping the water from (Wu) into (w0) S floating body in the lock chamber neck (Sch-H) continuously with the greatest possible height (Sh) and a small distance from the lock chamber wall Sch Main lock chamber, completely closed, except for the opening to the lock chamber neck (Sch-H). It remains permanently filled with water up to (NWv) in the lock chamber neck (Sch-H).

Explanations of the designations in the system representations - 1 and II (in alphabetical order) Continuation of the Sch-H lock chamber neck fixed to the main lock chamber (Sch) connected.

Sh height of the float (S) 5d diameter of the float (5), provided that its base is round.

Any other design of the base is possible.

St support -in the main lock chamber (Sch) for the load (a). Its upper edge corresponds to (NWv) T supporting structure for piston (K) and float (S) T turbine (Pelton or other) -u Vi valve, slide or contactor in the line (L5) V2 As before in the line (Ld) v3 As before in the line (Lz) V4 As before in the line (La) Wa collecting water basin under the turbine (Tu) amply dimensioned WO water basin above amply dimensioned for lifting Wu water basin below (KWv) for the lock water from the lock chamber neck (Sch-H) to release the load (P) Z cylinder with the piston (K) Z d cylinder diameter = piston diameter Zt Support structure for the cylinder (Z) Power calculation (short version) N The performance of a water-powered turbine is calculated using the formula N = 8xQxH = kw Here is 8 = the factor that already increases the efficiency of the generators and transformer contains.

Q = The amount of water in m³ that is fed to the turbine per second will.

H = The pressure water column in m that acts on the turbine.

r It results from where P is equal to the lifted load and G = the base of the piston.

As an example, assume Q = 2 m³ / sec.

H = P 20,000 to (m³) G = assumed 100 m² = 200 m Thus: N = 8. Q. H = kw = 8. 2. 200 = 3,200 kw ./. 30 G / o 'Frictional etc. Loss N = 2.240 kw Duration of work phase III of the Agr. (1) 300 sec. = 5 min. Followed up immediately Work phase III of the Agr. (2). During the work phase III of the Agr. (2) will Agr. (1) with its charging phase II charged in 300 sec.

N.B .: A detailed calculation of services is available at the request of the patent office gladly submitted later.

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Claims (10)

Claim (1) Title: Method for generating energy by Gravity, water and wind. Generic term: Gaining gravity through water and wind. Characterized in that: 1. A large load (P) acting as a floating body is formed, in the lock chamber neck (Sch-H) a specially trained Lock is lifted by adding a quantity of water, the weight of which is only a fraction the load (P) is. 2. The main lock chamber (Sch), that is the one below (KWv) Part of the entire lock, constantly up to (NWv), the beginning of the lock chamber neck (Sch-H), remains filled with water and with each lift with its buoyancy is being used. 3. The supports (St), which are in the water of the main lock chamber (Sch) When the lock chamber neck (Sch-H) is empty, the full load (P) is on its surface in the height (NWv) carries. 4. By adding only a little lock water from the upper water basin (WO) up to the upper edge of the float (S) this is brought to swim. 5. By adding more water as before, the load (P) by the lifting height (h) is lifted. 6. The lifting height (h) is much smaller than the height of the float (saw). Claim (1) cont. 7. The lifted load (P) is held at its greatest lifting height and after draining the water used for lifting into the lower water basin (Wu) is available for free fall. 8. The sluice water that has run off in (Wu) by means of wind-driven pumps (Pu-Wi) is pumped into the upper water basin (WO) for reuse. 9. The lifted load (P) when released to fall by gravity is used to generate energy according to claim (2). 10. The gravity (P) gained in this way not only according to Claim (2) but also to be redeveloped in many others Procedure can be used. Claim (2) Title: Method for generating energy by Gravity, water and wind. Generic term: generation of energy through gravity and water. Characterized in that: 1. Simultaneously with the extraction of Gravity according to claim (i) through the piston (K) from the water collecting basin (Wa) water is sucked into the cylinder (Z) up to the lifting height (h). 2. When releasing the lifted load (P) to the pall, the piston (K) through the now effective gravity in the cylinder (Z) generates pressurized water. 3. When this pressurized water is fed through a turbine, energy is generated will.