RU1828940C - Diversion hydroelectric plant - Google Patents
Diversion hydroelectric plantInfo
- Publication number
- RU1828940C RU1828940C SU904827008A SU4827008A RU1828940C RU 1828940 C RU1828940 C RU 1828940C SU 904827008 A SU904827008 A SU 904827008A SU 4827008 A SU4827008 A SU 4827008A RU 1828940 C RU1828940 C RU 1828940C
- Authority
- RU
- Russia
- Prior art keywords
- river
- bypass channel
- hydroelectric power
- turbines
- power station
- Prior art date
Links
Landscapes
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
Сущность изобретени : турбины и генераторы установлены в обводном канале, на стыке реки и обводного канала. Гидроэлектростанци выполнена бесплотинной. 2 ил.SUMMARY OF THE INVENTION: Turbines and generators are installed in a bypass channel, at the junction of a river and a bypass channel. The hydroelectric power station is made damless. 2 ill.
Description
Изобретение относитс к гидроэнергетике .The invention relates to hydropower.
Цель изобретени - повышение экономичности и сохранени окружающей среды в зоне установки гидроэлектростанции.The purpose of the invention is to increase the economy and preservation of the environment in the area of installation of a hydroelectric power station.
Сущность изобретени по сн етс фиг.1 и 2.SUMMARY OF THE INVENTION FIGS. 1 and 2.
На фиг,1 представлена гидроэлектростанци , установленна на реке 1. От реки проводитс обводной канал 2 с углом падени дна значительно меньшим, чем угол падени реки (см. фиг.1). Величину углублени обводного канала в месте его присоединени к реке составл ет величина Н. В месте присоединени обводного канала А-А строитс собственно гидроэлектростанци , состо ща из плотины обводного канала, турбин 4, муфт 5, генераторов 6. На самом обводном канале может быть построена сери гидроэлектростанций (как показано на сечении Б-Б), состо щих из турбин 7, муфт 8, генераторов 9, установленных на домкратах 10. При этом турбинное колесо может быть закрыто защитный кожухом 11 дл противодействи ветру или дождю, или весьFig. 1 shows a hydroelectric power station installed on the river 1. A bypass channel 2 is drawn from the river with a bottom dip angle much smaller than the dip angle of the river (see Fig. 1). The magnitude of the deepening of the bypass channel at the point of its attachment to the river is N. At the point of attachment of the bypass channel AA, a hydroelectric power plant itself is constructed, consisting of a bypass dam, turbines 4, couplings 5, generators 6. On the bypass channel itself can be built a series of hydroelectric power plants (as shown in section BB), consisting of turbines 7, couplings 8, generators 9 mounted on jacks 10. Moreover, the turbine wheel can be closed by a protective casing 11 to counteract the wind or rain, or the whole
обводной канал может быть покрыт бетонными плитами 12., тогда отпадет надобность в защитном кожухе.the bypass channel may be covered with concrete slabs 12. then the need for a protective casing will disappear.
Вода из реки 1 впадает в обводной канал 2 на участке реки а, вращает турбины 4. передава вращение через муфты 5 на генераторы б, далее протекает по наклонному днищу обводного канала 2, враща турбинные колеса 7, передающие вращение через муфты 8 на генераторы 9 и вытекает в реку на участке б. Преимуществом использовани этой гидроэлектростанции вл етс то, что она не оказывает экологического вреда основному руслу реки.Water from the river 1 flows into the bypass channel 2 on the section of the river a, rotates the turbines 4. passing the rotation through the couplings 5 to the generators b, then flows along the inclined bottom of the bypass channel 2, turning the turbine wheels 7 transmitting the rotation through the couplings 8 to the generators 9 and flows into the river in section b. The advantage of using this hydroelectric power station is that it does not cause environmental damage to the main river bed.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU904827008A RU1828940C (en) | 1990-04-19 | 1990-04-19 | Diversion hydroelectric plant |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU904827008A RU1828940C (en) | 1990-04-19 | 1990-04-19 | Diversion hydroelectric plant |
Publications (1)
Publication Number | Publication Date |
---|---|
RU1828940C true RU1828940C (en) | 1993-07-23 |
Family
ID=21515150
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU904827008A RU1828940C (en) | 1990-04-19 | 1990-04-19 | Diversion hydroelectric plant |
Country Status (1)
Country | Link |
---|---|
RU (1) | RU1828940C (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012177182A1 (en) * | 2011-06-21 | 2012-12-27 | Chernov Viktor Anatoljevich | Diversion hydropower plant cascade |
-
1990
- 1990-04-19 RU SU904827008A patent/RU1828940C/en active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012177182A1 (en) * | 2011-06-21 | 2012-12-27 | Chernov Viktor Anatoljevich | Diversion hydropower plant cascade |
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