SU794109A1 - Hydraulic power station in driver bed - Google Patents

Hydraulic power station in driver bed Download PDF

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Publication number
SU794109A1
SU794109A1 SU782608328A SU2608328A SU794109A1 SU 794109 A1 SU794109 A1 SU 794109A1 SU 782608328 A SU782608328 A SU 782608328A SU 2608328 A SU2608328 A SU 2608328A SU 794109 A1 SU794109 A1 SU 794109A1
Authority
SU
USSR - Soviet Union
Prior art keywords
power station
hydraulic power
bed
driver
driver bed
Prior art date
Application number
SU782608328A
Other languages
Russian (ru)
Inventor
Анатолий Васильевич Швецов
Игорь Борисович Соколов
Original Assignee
Всесоюзный Ордена Трудового Красногознамени Научно-Исследовательскийинститут Гидротехники Им.Б.E.Веденеева
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 Всесоюзный Ордена Трудового Красногознамени Научно-Исследовательскийинститут Гидротехники Им.Б.E.Веденеева filed Critical Всесоюзный Ордена Трудового Красногознамени Научно-Исследовательскийинститут Гидротехники Им.Б.E.Веденеева
Priority to SU782608328A priority Critical patent/SU794109A1/en
Application granted granted Critical
Publication of SU794109A1 publication Critical patent/SU794109A1/en

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Classifications

    • 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

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

(водоприемные отверсти ) 10. С верховой стороны стенки 8 устроены бычки 11, которые иснользуютс  при пропуске расходов реки в строительный период. Стенка 8 с помощью переходного колена 12 соединена с подводной частью 1 здани  ГЭС в единый массив, а также жестко соединена с надводным строением 6 с помощью вертикальных стен 13 и перекрытий 14, совокупность которых образует закрытое помещение, используемое дл  размещени  силовых трансформаторов и прочих электрических устройств и оборудовани . В основании переходного колена 12 устроена цементационна  завеса 15. Вода от турбин и водосбросов ГЭС отводитс  в иижний бьеф железобетонными галере ми 16 и 17. Надводное строение 6 ГЭС - закрытое помещение, образованное стенками 13 и перекрыти ми 14. Галереи 16 и 17 пригружены призмой из местного грунта 18 дл  обеспечени  необходимой устойчивости сооружени  на сдвиг.(water inlets) 10. On the upper side of the wall 8, bulls 11 are arranged, which are used when passing the river flow during the construction period. The wall 8 is connected with the submerged part 1 of the HPP building into a single array by means of transition knee 12, and is also rigidly connected to the surface structure 6 by means of vertical walls 13 and floors 14, the combination of which forms a closed room used to house power transformers and other electrical devices. and equipment. At the base of the transitional elbow 12, a cementing curtain is arranged 15. Water from the turbines and the spillway of the hydroelectric power station is discharged into the living pool by reinforced concrete galleries 16 and 17. The surface structure 6 of the hydroelectric power station is an enclosed room formed by walls 13 and overlaps 14. Galleries 16 and 17 are loaded with a prism from local soil 18 to provide the necessary shear stability of the structure.

Стена 8 с бычками 11 разделена на отдельные секции температурно-осадочными щвами 19, которые перекрыты щпонками 20, а галереи 16 и 17 - щвами 21.Wall 8 with bulls 11 is divided into separate sections by temperature-sedimentary schmie 19, which are covered with tongs 20, and galleries 16 and 17 by schmie 21.

Наличие напорной стенки дает возможность примен ть русловую гидростанцию при нацорах до 80-100 м и более как на скальных, так и нескольких основани х. За счет того, что гидростанци  входит в состав напорного фронта, прот женность плотины уменьшаетс  на длину здани  ГЭС, что позвол ет существенно удещевить строительство .The presence of a pressure wall makes it possible to use a channel hydraulic station with nators up to 80-100 m or more on both rocky and several bases. Due to the fact that the hydroelectric station is part of the pressure front, the dam's length is reduced by the length of the HPP building, which makes construction much cheaper.

10ten

Claims (1)

1. Губин Ф. Ф. Гидроэлектрические станции . М., «Энерги , 1972, с. 32, 198.1. Gubin F. F. Hydroelectric stations. M., “Energie, 1972, p. 32, 198.
SU782608328A 1978-04-10 1978-04-10 Hydraulic power station in driver bed SU794109A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU782608328A SU794109A1 (en) 1978-04-10 1978-04-10 Hydraulic power station in driver bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU782608328A SU794109A1 (en) 1978-04-10 1978-04-10 Hydraulic power station in driver bed

Publications (1)

Publication Number Publication Date
SU794109A1 true SU794109A1 (en) 1981-01-07

Family

ID=20761417

Family Applications (1)

Application Number Title Priority Date Filing Date
SU782608328A SU794109A1 (en) 1978-04-10 1978-04-10 Hydraulic power station in driver bed

Country Status (1)

Country Link
SU (1) SU794109A1 (en)

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