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WO2005080690A1 - Structure de deversoir a energie pour barrage en beton - Google Patents

Structure de deversoir a energie pour barrage en beton Download PDF

Info

Publication number
WO2005080690A1
WO2005080690A1 PCT/RU2005/000081 RU2005000081W WO2005080690A1 WO 2005080690 A1 WO2005080690 A1 WO 2005080690A1 RU 2005000081 W RU2005000081 W RU 2005000081W WO 2005080690 A1 WO2005080690 A1 WO 2005080690A1
Authority
WO
WIPO (PCT)
Prior art keywords
spillway
energy
τuρbinnοy
zaτvοροm
concrete dam
Prior art date
Application number
PCT/RU2005/000081
Other languages
English (en)
Russian (ru)
Original Assignee
North-West State Technical University
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 North-West State Technical University filed Critical North-West State Technical University
Publication of WO2005080690A1 publication Critical patent/WO2005080690A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
    • E02B9/02—Water-ways
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/20—Hydro energy

Definitions

  • the invention is available to the hydropower industry and may be used in a non-hazardous platform with its intrinsic faults in the body.
  • THESE RESPONSIBILITIES ARE INCLUDED IN OPERATION AND DISCUSSION OF MAXIMUM (CASTRASPHIC) EXPENSES AND PRIOR PLANS OR FORCED DOWNLOADS OF THE UNITS.
  • MAXIMUM CASTRASPHIC
  • PRIOR PLANS FORCED DOWNLOADS OF THE UNITS.
  • U ⁇ azanny ned ⁇ s ⁇ a ⁇ ⁇ s ⁇ anen in ene ⁇ g ⁇ v ⁇ d ⁇ sb ⁇ sn ⁇ m s ⁇ - ⁇ uzhenii be ⁇ nn ⁇ y ⁇ l ⁇ iny, v ⁇ lyuchayuschem v ⁇ d ⁇ sb ⁇ sn ⁇ e ⁇ ve ⁇ - s ⁇ ie with za ⁇ v ⁇ m, gid ⁇ ag ⁇ ega ⁇ ny bl ⁇ with ⁇ urbinn ⁇ y ⁇ ame ⁇ y, s ⁇ - edinenn ⁇ y with deep v ⁇ d ⁇ v ⁇ d ⁇ m ⁇ sasyvayuschey ⁇ ub ⁇ y, vyve- embed ⁇ y in v ⁇ d ⁇ sb ⁇ s-n ⁇ y l ⁇ , ⁇ as ⁇ l ⁇ zhenny in ve ⁇ ney chas ⁇ i gid ⁇ ag ⁇ ega ⁇ n ⁇ g ⁇ bl ⁇ a and equipped with a fixed shutter, ⁇ - 3 than glubin
  • ⁇ a ⁇ e ene ⁇ g ⁇ v ⁇ d ⁇ sb ⁇ sn ⁇ e e ⁇ zhenie m ⁇ zhe ⁇ by ⁇ is ⁇ lz ⁇ van ⁇ for ⁇ lucheniya d ⁇ lni ⁇ eln ⁇ y vy ⁇ ab ⁇ i ele ⁇ ene ⁇ gii in ⁇ e- ⁇ i ⁇ d, ⁇ gda ⁇ n ⁇ not is ⁇ lzue ⁇ sya for ⁇ us ⁇ a subma ⁇ simalny ⁇ and ma ⁇ simalny ⁇ ⁇ av ⁇ d ⁇ v, on account u ⁇ ilizatsii chas ⁇ i za ⁇ as ⁇ v hydro ⁇ avliches ⁇ y ene ⁇ gii v ⁇ dy in ve ⁇ nem be ⁇ e without usche ⁇ ba for v ⁇ d ⁇ ⁇ ⁇ zyays ⁇ venn ⁇ g ⁇
  • the energy supply system may be equipped with a fake one, which is installed in the absence of an external energy supply.
  • the applicant is not aware of the effective solutions that are subject to the same property, the information and the statement are to be noted.
  • ⁇ bschimi with ⁇ i ⁇ m have zayavlyaem ⁇ g ⁇ ⁇ be ⁇ a ⁇ yavlyae ⁇ sya n ⁇ vy ⁇ e ⁇ niches ⁇ y ⁇ ezul ⁇ a ⁇ - ⁇ edlagaemaya ⁇ ns ⁇ u ⁇ tsiya d ⁇ lni ⁇ eln ⁇ g ⁇ za ⁇ v ⁇ a ⁇ zv
  • Fig. 1 shows a separate section after an energized connection, an integrated connection is not available.
  • the requested shut-down 14 in the empty position disables access to the tank chamber 7, preventing waste from falling into it.
  • the shutter 3 is stopped, interrupting the depth- 8th water; ⁇ d eg ⁇ ⁇ i ⁇ y ⁇ iem in s ⁇ yn ⁇ y v ⁇ de ⁇ dnimae ⁇ - Xia ⁇ la ⁇ anny za ⁇ v ⁇ ⁇ e ⁇ e ⁇ yvae ⁇ sya ⁇ em 14 and 13 in glubinn ⁇ m v ⁇ d ⁇ v ⁇ de 5.
  • Gid ⁇ ag ⁇ ega ⁇ 8 ⁇ iv ⁇ di ⁇ sya in ⁇ ab ⁇ chee s ⁇ s ⁇ yanie ⁇ - follows cheg ⁇ ⁇ u ⁇ em ⁇ dema za ⁇ v ⁇ a 3 ⁇ yvae ⁇ sya ⁇ em 13 glubin- n ⁇ g ⁇ v ⁇ d ⁇ v ⁇ da ⁇ iv ⁇ di ⁇ sya 5 and 8 in deys ⁇ vie gid ⁇ ag ⁇ ega ⁇ for the production of electric energy and for the daily casualties of normal intensity and with the use of good food from the environment.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Junction Field-Effect Transistors (AREA)

Abstract

La présente invention relève de l'énergie hydroélectrique, et peut être utilisée dans un barrage en béton dont le corps contient un déversoir destiné à faire passer des débits de crues maximaux ou presque maximaux lorsqu'il est impossible de les faire passer par une installation hydroélectrique. La structure de déversoir à énergie selon l'invention comprend une estacade (4), placée dans la zone du déversoir (2). Un passage d'eau de fond (5) possède, dans la zone où il est contigu à une chambre d'eau (7), une percée (13) qui contient une hausse (14) supplémentaire fixée pivotante à la partie supérieure de la chambre (7). En cours de fonctionnement du dispositif selon l'invention, la hausse (14), en position abaissée (en mode de déversement), recouvre l'orifice d'accès à la chambre d'eau (7), ce qui évite la pénétration de déchets dans cette dernière. Un batardeau (16) permet de relier par flottement la structure de déversoir à énergie avec le barrage en béton. La structure de déversoir à énergie selon l'invention se caractérise par une grande fiabilité et un grand confort d'utilisation.
PCT/RU2005/000081 2004-02-20 2005-02-18 Structure de deversoir a energie pour barrage en beton WO2005080690A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
RU2004105910 2004-02-20
RU2004105910/03A RU2255171C1 (ru) 2004-02-20 2004-02-20 Энерговодосбросное сооружение бетонной плотины

Publications (1)

Publication Number Publication Date
WO2005080690A1 true WO2005080690A1 (fr) 2005-09-01

Family

ID=34882039

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/RU2005/000081 WO2005080690A1 (fr) 2004-02-20 2005-02-18 Structure de deversoir a energie pour barrage en beton

Country Status (2)

Country Link
RU (1) RU2255171C1 (fr)
WO (1) WO2005080690A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101748712B (zh) * 2009-12-11 2011-11-30 四川大学 利用组合孔板消能技术将导流洞改建为泄洪洞的方法
CN103911976A (zh) * 2014-03-17 2014-07-09 高文标 流放式水利用工程方案
CN104005387A (zh) * 2014-05-26 2014-08-27 中国电建集团成都勘测设计研究院有限公司 放空洞或非常泄洪洞布置系统及其开启和关闭的方法
CN105220659A (zh) * 2015-08-21 2016-01-06 中国电建集团贵阳勘测设计研究院有限公司 一种高坝大库超深层挡水放空系统及其操作方法
CN113089601A (zh) * 2021-03-09 2021-07-09 中国电建集团西北勘测设计研究院有限公司 一种改善旋流泄洪洞底部流态的洞室结构

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006110061A1 (fr) * 2005-04-14 2006-10-19 Guretsky, Valery Vladimirovich Ouvrage de decharge destine a un barrage en beton
CN102720168B (zh) * 2012-04-01 2014-11-26 中国电建集团贵阳勘测设计研究院有限公司 一种控制生态流量的装置及方法
CN104074177B (zh) * 2013-03-26 2016-08-17 中国水电顾问集团贵阳勘测设计研究院 将厂房边墙与消力池导墙合二为一的方法及结构
CN113174909B (zh) * 2021-05-07 2021-12-31 中国电建集团西北勘测设计研究院有限公司 一种双旋消能泄洪洞结构型式

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU67802A1 (ru) * 1945-01-19 1946-11-30 П.П. Лаупман Гидроэлектростанци , расположенна в теле плотины под ее водосливом
SU453469A1 (ru) * 1972-12-27 1974-12-15 Научно исследовательский сектор Всесоюзного ордена Ленина проектно изыскательского , научно исследовательского института Гидропроект С. Я. Жука ЗДАНИЕ ГИДРОЭЛЕКТРОСТАНЦИИП'%/г;:'^'=...;„ ^^ЛПГ»^-.---::±^-i^i®,
US4143990A (en) * 1977-04-29 1979-03-13 Atencio Francisco J G Dam with movable hydroelectric assembly
US4998846A (en) * 1989-01-26 1991-03-12 Evstratov Jury I Concrete dam bottom discharge works
RU2991U1 (ru) * 1994-01-17 1996-10-16 Проектно-изыскательский институт "Ленгидропроект" Бетонная плотина

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU67802A1 (ru) * 1945-01-19 1946-11-30 П.П. Лаупман Гидроэлектростанци , расположенна в теле плотины под ее водосливом
SU453469A1 (ru) * 1972-12-27 1974-12-15 Научно исследовательский сектор Всесоюзного ордена Ленина проектно изыскательского , научно исследовательского института Гидропроект С. Я. Жука ЗДАНИЕ ГИДРОЭЛЕКТРОСТАНЦИИП'%/г;:'^'=...;„ ^^ЛПГ»^-.---::±^-i^i®,
US4143990A (en) * 1977-04-29 1979-03-13 Atencio Francisco J G Dam with movable hydroelectric assembly
US4998846A (en) * 1989-01-26 1991-03-12 Evstratov Jury I Concrete dam bottom discharge works
RU2991U1 (ru) * 1994-01-17 1996-10-16 Проектно-изыскательский институт "Ленгидропроект" Бетонная плотина

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101748712B (zh) * 2009-12-11 2011-11-30 四川大学 利用组合孔板消能技术将导流洞改建为泄洪洞的方法
CN103911976A (zh) * 2014-03-17 2014-07-09 高文标 流放式水利用工程方案
CN103911976B (zh) * 2014-03-17 2016-08-31 高文标 流放式水利用工程结构实现方法
CN104005387A (zh) * 2014-05-26 2014-08-27 中国电建集团成都勘测设计研究院有限公司 放空洞或非常泄洪洞布置系统及其开启和关闭的方法
CN105220659A (zh) * 2015-08-21 2016-01-06 中国电建集团贵阳勘测设计研究院有限公司 一种高坝大库超深层挡水放空系统及其操作方法
CN105220659B (zh) * 2015-08-21 2016-08-17 中国电建集团贵阳勘测设计研究院有限公司 一种高坝大库超深层挡水放空系统及其操作方法
CN113089601A (zh) * 2021-03-09 2021-07-09 中国电建集团西北勘测设计研究院有限公司 一种改善旋流泄洪洞底部流态的洞室结构

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Publication number Publication date
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