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DE893176C - Bed load conveyor system in the river damming - Google Patents

Bed load conveyor system in the river damming

Info

Publication number
DE893176C
DE893176C DEV4141A DEV0004141A DE893176C DE 893176 C DE893176 C DE 893176C DE V4141 A DEV4141 A DE V4141A DE V0004141 A DEV0004141 A DE V0004141A DE 893176 C DE893176 C DE 893176C
Authority
DE
Germany
Prior art keywords
river
conveyor system
bed load
load conveyor
bed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
DEV4141A
Other languages
German (de)
Inventor
Albert Vogt
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to DEV4141A priority Critical patent/DE893176C/en
Application granted granted Critical
Publication of DE893176C publication Critical patent/DE893176C/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/02Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
    • E02B3/023Removing sediments

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

Die Erfindung bezweckt die Möglichkeit -der Erhaltung .der natürlichen, kontinuierlichen Geschieb°-fracht auch im gestauten Fluß und .damit die Verhinderung der Geschiebeablagerung in einem Fluß"stauraum.The invention aims at the possibility of preserving the natural, continuous sediment load also in the dammed river and thus prevention the sediment deposition in a river "storage space.

Sobald man in einem Fluß eine Stauwand errichtet, «erden die natürlichen Vorgänge im Flußbett gestört; im geschiebeführenden Fluß hört die natürliche Geschiebefracht auf, und der geschaffene Stauraum füllt sich mit Geschiebeablagerungen. Ohne Stauablaß ist bei geöffneten Grundablässen der Stauwand der auf die gesamte .Staulänge die natürliche Geschiebefracht bewirkende Wasserstrom nicht zu erzielen. Bei gehaltenem Stau da-Oegen wirkt der durch die Öffnung der Grundablässe entstehende Spülstrom nur in der Nähe der Ablässe. Es muß also zur Vermeidung bzw. Beseitigung der durch die Geschiebeablagerung entstehenden ,bzw. entstandenen Nachteile und Schäden ständig gebaggert werden.As soon as a dam wall is erected in a river, the natural ones are grounded Processes in the river bed disturbed; in the bedload-carrying river the natural bedload is heard and the storage space created is filled with sediment deposits. Without drainage When the bottom outlets of the retaining wall are open, this is the entire length of the retaining wall natural bed load cannot be achieved. When held The flushing flow created by the opening of the bottom outlets acts as a back-up just near the indulgences. So it must be to avoid or eliminate the through the sediment deposits arising or. incurred disadvantages and damage constantly be dredged.

Der neue Vorschlag ermöglicht nun .durch die Anordnung eines Tunnels zwischen Stauwand oder Flußkraftwerk und Stauende die Einwirkung des die Geschiebefracht bewirkenden Wasserspiegels auf die Flußsohle, d. h. die ursprüngliche und natürliche Geschiebefracht, sobald der Grundablaß des Tunnels in der Stauwand oder dem Flußkraftwerk geöffnet ist. Der Stauraum bleibt geschiebef rei.The new proposal now allows .by the arrangement of a tunnel between the dam wall or river power station and the end of the dam the effect of the bed load causing the water level on the river bed, d. H. the original and natural Bed load as soon as the bottom outlet of the tunnel in the retaining wall or the river power plant is open. The storage space remains open.

Die Zeichnung zeigt in Fig. I den neun Vorrhla;;@ im Längenschnitt, in Fig. 2 den Querschnitt des Tunnels und Flusses. Mit a ist die Flußsohle bezeichnet. Die Linie fe-a-i begrenzt das Flußprofil. Die den ganzen Fluß überquerende Stauwand bzw. das Flußkraftwenk c mit dem Grundablaß d in der Flußrinne hat als Fortsatz bis zum Stauende den Tunnel b, der die ursprüngliche Flußrinne gleichsaiu umschließt. Bei geöffnetem Grundablaß d entspricht die Wasserspiegellage e dem ursprünglichen Fließzustand bei Normalwasser, während bei der Wasserspiegellage f und darüber infolge ihrer Einwirkung auf die Sohle a von Fluß und Tunnel der Geschiebetransport auf die gesamte Staulänge beginnt undkontinuierlich vor sich geht. Dadas Geschiebe durch den Tunnel b kontinuierlich weitertransportiert wird, bleibt der Stauraum g geschi.ebefrei.The drawing shows in Fig. I the nine Vorrhla ;; @ in longitudinal section, in Fig. 2 the cross section of the tunnel and river. The river bed is denoted by a. The line fe-a-i delimits the flow profile. The dam that crosses the whole river or the Flußkraftwenk c with the bottom outlet d in the river channel has as an extension up to the end of the damming tunnel b, which also encloses the original river channel. When the bottom outlet d is open, the water level e corresponds to the original Flow state at normal water, while at the water level f and above as a result their effect on the bed of the river and tunnel the bedload transport the entire queue length begins and goes on continuously. Dada's attachments through The tunnel b is continuously transported further, the storage space g remains closed.

Weil die Auffüllung der Stauräume der geschiebeführenden Flüße immer große Gefahren, Schäden, Nachteile 'und Unkosten mit sich bringt, bedeutet der neue Vorschlag der ständigen, kontinuierlichen Geschiebeabfuhr im Flußstauraum durch den Fluß selbst eine Neuheit und einen wesentlichen Fortschritt.Because the reservoirs of the debris-carrying rivers are always filled the new one entails great dangers, damage, disadvantages and costs Proposal for the permanent, continuous discharge of bed load in the river reservoir the river itself a novelty and a substantial advance.

Claims (1)

PATENTANSPRUCFI; Geschiebeförderanlage im Flußsta;u, ge@kennzeichnetdurch die Umschließung der Flußrillne @(a) durch einen in der Stauwand bzw. dem Flußkraftwerk (c) verschließbaren Tunnel (b), der sich von der Stauwand oder dem Flußkraft-,verk (c) bis zum Stauende erstreckt.PATENT CLAIMS; Bed load conveyor system in the river Sta; u, marked @ the enclosure of the river groove @ (a) by one in the retaining wall or the river power plant (c) closable tunnel (b), which is from the retaining wall or the river power, Verk (c) extends to the end of the traffic jam.
DEV4141A 1951-12-21 1951-12-21 Bed load conveyor system in the river damming Expired DE893176C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEV4141A DE893176C (en) 1951-12-21 1951-12-21 Bed load conveyor system in the river damming

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEV4141A DE893176C (en) 1951-12-21 1951-12-21 Bed load conveyor system in the river damming

Publications (1)

Publication Number Publication Date
DE893176C true DE893176C (en) 1953-10-15

Family

ID=7570794

Family Applications (1)

Application Number Title Priority Date Filing Date
DEV4141A Expired DE893176C (en) 1951-12-21 1951-12-21 Bed load conveyor system in the river damming

Country Status (1)

Country Link
DE (1) DE893176C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4014582A1 (en) * 1990-05-07 1991-12-12 Agl Inst Fuer Angewandte Gewae Weir allowing fish passage - through selectively opened submerged opening of acrylic] glass material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4014582A1 (en) * 1990-05-07 1991-12-12 Agl Inst Fuer Angewandte Gewae Weir allowing fish passage - through selectively opened submerged opening of acrylic] glass material

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