SU642421A1 - Building of combined hydroelectric power station - Google Patents
Building of combined hydroelectric power stationInfo
- Publication number
- SU642421A1 SU642421A1 SU772502630A SU2502630A SU642421A1 SU 642421 A1 SU642421 A1 SU 642421A1 SU 772502630 A SU772502630 A SU 772502630A SU 2502630 A SU2502630 A SU 2502630A SU 642421 A1 SU642421 A1 SU 642421A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- building
- stream
- power station
- hydroelectric power
- combined
- Prior art date
Links
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
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Description
1one
Изобретение относитс к гидротехническим сооружени м, в частности к здани м совмещенных ГЭС.The invention relates to hydraulic structures, in particular to buildings of combined HPPs.
Известно здание совмещенной ГЭС, размещенное в пределах земл ной плотины , включающее машинные залы, вспомогательные помещени , водоприемники и водосбросы l .The building of the combined hydroelectric station located within the earth dam is known, including machine rooms, auxiliary rooms, water intakes and spillways l.
Недостатком известной конструкци вл етс отсутствие необходимой устойчивости здани , а также необходимость значительного увеличени ее размеров при использовании большого числа агрегатов.A disadvantage of the known construction is the lack of the necessary stability of the building, as well as the need to significantly increase its size when using a large number of units.
Цель изобретени - повышение устойчивости здани .The purpose of the invention is to increase the sustainability of the building.
Это достигаетс тем, что здание выполнено в виде соединенных распор ными перекрыти ми продольных устоев между которыми расположены машинные залы и вспомогательные помещени .This is achieved by the fact that the building is made in the form of longitudinal abutments interconnected by spacers between which the machine rooms and auxiliary rooms are located.
На фиг. 1 показано здание совмещенной ГЭС в разрезе поперек потока; на фиг. 2 - то же в плане; на фиг. 3 - разрез А-А на фиг. 1.FIG. 1 shows the building of the combined hydroelectric station in the cross-section of the flow; in fig. 2 - the same in the plan; in fig. 3 shows section A-A in FIG. one.
Совмещенное здание гидроэлектростанции состоит из двух расположенных вдоль потока устоев 1, в каждом из которых размещены турбинные водоприемники 2, машинных залов 3,The combined building of the hydroelectric power station consists of two abutments 1 located along the stream, each of which houses turbine water intakes 2, machine rooms 3,
отсасывающих труб 4 и отвод щих каналов 5. Между усто ми расположен канал 6, а сами устои соединены между собой посредством распорных перекрытий 7, в которых размещены глубинные водосбросы 8. Между усто ми размещены также помещение 9 вспомогательного (электротехнического) оборудовани и поверхностный водосброс 10. Здание гидроэлектростанции расположено в земл ной плотине 11.suction pipes 4 and discharge channels 5. Channel 6 is located between the foundations, and the foundations themselves are interconnected by means of spacer floors 7, in which deep spillways 8 are located. Auxiliary equipment (electrotechnical) room 9 and surface spillway 10 are also located between the supports. The building of the hydroelectric station is located in the earth dam 11.
В процессе эксплуатации расход воды из верхнего бьефа по каналу поступает к турбинным водоприемникам и поверхностному водосбросу. Забор воды дл глубинных водосбросов осуществл етс из верхнего бьефа, а дл поверхностного водосброса - непосредственно из канала.During operation, the flow of water from the upstream through the channel enters the turbine intakes and surface discharge. Water is taken for deep spillways from the headwaters and for surface spillways directly from the channel.
Изобретение позвол ет разместить произвольное количество агрегатов с турбинами большого диаметра практически независимо от размеров створа.The invention allows to place an arbitrary number of units with turbines of large diameter almost independently of the size of the cross section.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU772502630A SU642421A1 (en) | 1977-07-05 | 1977-07-05 | Building of combined hydroelectric power station |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU772502630A SU642421A1 (en) | 1977-07-05 | 1977-07-05 | Building of combined hydroelectric power station |
Publications (1)
Publication Number | Publication Date |
---|---|
SU642421A1 true SU642421A1 (en) | 1979-01-15 |
Family
ID=20715954
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU772502630A SU642421A1 (en) | 1977-07-05 | 1977-07-05 | Building of combined hydroelectric power station |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU642421A1 (en) |
-
1977
- 1977-07-05 SU SU772502630A patent/SU642421A1/en active
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