SU1330237A1 - Method of constructing hydraulic complex with concrete dam - Google Patents
Method of constructing hydraulic complex with concrete dam Download PDFInfo
- Publication number
- SU1330237A1 SU1330237A1 SU853908684A SU3908684A SU1330237A1 SU 1330237 A1 SU1330237 A1 SU 1330237A1 SU 853908684 A SU853908684 A SU 853908684A SU 3908684 A SU3908684 A SU 3908684A SU 1330237 A1 SU1330237 A1 SU 1330237A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- dam
- low
- construction
- bridges
- water
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract 3
- 238000010276 construction Methods 0.000 claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 14
- 239000007787 solid Substances 0.000 claims 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
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
- Sewage (AREA)
Abstract
Изобретение относитс к области гидротехнического строительства. Цель изобретени - уменьшение срока строительства гидроузла путем увеличени фронта строительных работ. Способ строительства гидроузла с бетонной плотиной включает возведение под заш,итой низководных перемычек 1 высоконапорного раздельного устро 2, отсыпку перемычек водосборной и станционной частей плотины, пропуск паводка через стесненное русло. Высоконапорный разделительный устой 2 возвод т с продольными водопропускными отверсти ми дл пропуска меженных расходов. Затем образуют котлован станционной части плотины, сооружа между высоконапорным раздельным устоем 2 и берегом высоководные перемычки 3. В меженный период сооружают низководные перемычки, ограждаюш,ие водосборную часть плотины, пропуска при этом расходы через отверсти в раздельном устое 2. После этого ведут строительные работы по всему фронту плотины. Благодар указанной последовательности операций расшир етс возможный фронт работ по строительству гидроузла. 2 ил. « (Л .,2 OcSoe ff /e} e/yeff Ре/га ,2 САЭ ОЭ О IsD 00 1 I )4 Lv . Cpuf.lThe invention relates to the field of hydraulic engineering. The purpose of the invention is to reduce the construction period of the hydropower plant by increasing the front of construction work. The method of building a waterworks with a concrete dam includes the erection of a low-water bridges 1 of a high-pressure separate device 2, the dumping of bridges from the catchment and station parts of the dam, and the passage of the flood through the constrained bed. High-pressure separator 2 is erected with longitudinal culvert openings to allow low flow rates. Then a pit of the station part of the dam is formed, building high-water bridges 3 between the high-pressure separate station 2 and the coast 3. In the low-flow period, low-water bridges are built, protecting the water section of the dam, while passing through the openings in the separate section 2. After that, construction works are carried out the whole front of the dam. Due to the above sequence of operations, the possible scope of the construction of the hydropower plant is expanded. 2 Il. “(L., 2 OcSoe ff / e} e / yeff Fe / ha, 2 SAE OE О IsD 00 1 I) 4 Lv. Cpuf.l
Description
Изобретение относитс к гидротехническому строительству и может быть использовано при строительстве гидроузлов с бе- топными плотинами на реках с устойчивой продолжительной меженью.The invention relates to hydraulic engineering construction and can be used in the construction of hydroelectric complexes with betemped dams on rivers with stable long periods of low water.
Цель изобретени уменьшение срока строительства гидроузла путем увеличени фронта строительных работ.The purpose of the invention is to reduce the construction period of a hydropower plant by increasing the front of construction work.
На фиг. 1 показан план перемычек котлована дл возведени станционной части плотины; на фиг. 2 - план перемычек котлована станционной части плотины и котлована водообразной части плотины .FIG. Figure 1 shows the plan of dam lintels for erecting the station part of the dam; in fig. 2 - plan of the dam lintels of the station part of the dam and of the water-like part of the dam
В осенний период первого года строительства с падением расходов воды в реке возвод т низководную перемычку 1 и после откачки воды из котлована бетонируют раздельный устой 2, в котором устраивают продольное отверстие дл пропуска меженных расходов. Одновременно в сухом котловане производ т отсыпку высоководной перемычки 3. Параллельно с возведением раздельного усто 2 и перемычек 3 начинают возводить станционную часть плотины 4 и здани и ГЭС 5. Паводок пропускают через левобережную часть русла.In the autumn period of the first year of construction, with a drop in the water flow in the river, a low-water bridge 1 was erected and, after pumping water from the excavation pit, a separate bay 2 is concreted in which a longitudinal hole is arranged to allow low flow. At the same time, a high-water crossing point 3 is dumped in a dry trench. In parallel with the construction of separate station 2 and bridge 3, the station part of the dam 4 and the building and the HPP 5 begin to be erected. The flood is passed through the left-bank part of the bed.
Осенью второго года строительства производ т возведение низководных перемычек 6, а затем выполн ют работы по водосбросным сооружени м 7. При пропускеIn the autumn of the second year of construction, the construction of low-water bridges 6 is carried out, and then work is carried out on the water discharge structures 7. When passing through
PeffOPeffo
5five
00
5five
паводка котлован водосбросной части затапливают и паводковые расходы пропускают через недостроенные водосбросные сооружени 7. После пропуска паводка строительные работы ведутс параллельно по станционной части плотины и водосбросной и т. д. до окончани строительных работ.the flood the floodplain of the discharge part is flooded and the flood expenses are passed through the unfinished discharge structures 7. After passing the flood, construction works are carried out in parallel along the station part of the dam and the outlet, etc., until the construction works are completed.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU853908684A SU1330237A1 (en) | 1985-06-12 | 1985-06-12 | Method of constructing hydraulic complex with concrete dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU853908684A SU1330237A1 (en) | 1985-06-12 | 1985-06-12 | Method of constructing hydraulic complex with concrete dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU1330237A1 true SU1330237A1 (en) | 1987-08-15 |
Family
ID=21181970
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU853908684A SU1330237A1 (en) | 1985-06-12 | 1985-06-12 | Method of constructing hydraulic complex with concrete dam |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU1330237A1 (en) |
-
1985
- 1985-06-12 SU SU853908684A patent/SU1330237A1/en active
Non-Patent Citations (1)
| Title |
|---|
| Николаев Ю. Г. и др. Пропуск расходов реки при гидротехническом строительстве. М.: Энерги , 1978, с. 6-47. * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105531424A (en) | A method and water conservancy system for regulating the water level of rivers and lakes | |
| CN112267419A (en) | Automatic dredging, intercepting, sewage discharging and water transporting port on coastal region | |
| SU1330237A1 (en) | Method of constructing hydraulic complex with concrete dam | |
| JP2015129427A (en) | Disaster risk reduction method substituting collapse risk of large dam with numerous small dams or banks, and stationary bank/breakwater capable of being installed at low cost and in short time and to be emergency water source and emergency small-sized power source | |
| CN205369181U (en) | Ditch water treatment drainage hole structure | |
| SU1583511A1 (en) | Method of constructing a hydraulic power station | |
| SU1162893A1 (en) | Dam construction method | |
| SU1161624A1 (en) | Method of constructing hydraulic complex with concrete dam | |
| Bisnett et al. | Red Rock Hydroelectric Project–New hydro development at an existing flood control dam | |
| CN111809638A (en) | A method for flood discharge by blasting weir | |
| CN205046886U (en) | A bank factory building structure for exchanging ooze mountain area power station | |
| SU1645359A1 (en) | Method for utilizing water resources of flatland rivers | |
| SU1288250A1 (en) | Method of constructing a dam | |
| SU1535914A1 (en) | Method of constructing hydraulic station with concrete dam | |
| SU1130636A1 (en) | Method of constructing a hydraulic complex with dam-adjoning hydraulic power plant | |
| SU1397591A1 (en) | Method of constructing a dam | |
| SU1211384A1 (en) | Dam | |
| RU2073771C1 (en) | Head works of hydroelectric power plant | |
| RU2039154C1 (en) | Hydroelectric power station building | |
| Fukuroi | damage from Typhoon Talas to Civil engineering Structures for Hydropower and the effect of the Sediment Bypass System at Asahi dam | |
| RU2575195C2 (en) | Method to construct small hydraulic power plants | |
| Horner | The Thames Barrier | |
| RU2016966C1 (en) | Method for drain siphon laying | |
| SU874849A1 (en) | Method of erecting an earth dam with counter-filtration elements | |
| SU1313941A1 (en) | Method of damming a riverbed |