CN202073171U - Open highland water drainage energy dissipation tank - Google Patents
Open highland water drainage energy dissipation tank Download PDFInfo
- Publication number
- CN202073171U CN202073171U CN 201120158461 CN201120158461U CN202073171U CN 202073171 U CN202073171 U CN 202073171U CN 201120158461 CN201120158461 CN 201120158461 CN 201120158461 U CN201120158461 U CN 201120158461U CN 202073171 U CN202073171 U CN 202073171U
- Authority
- CN
- China
- Prior art keywords
- water inlet
- inlet pipe
- water
- abrupt slope
- highland
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Lifetime
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model relates to an energy dissipation tank, in particular to an open highland water drainage energy dissipation tank, which is characterized by comprising a tank body, a water inlet pipe, a buffer layer, an abrupt slope and a water drainage channel. A water inlet of the water inlet pipe receives running water coming from a highland and a water outlet of the water inlet pipe is arranged in the groove-shaped tank body. The buffer layer used for reducing coming-water energy is arranged at the bottom of the tank body, one side of the tank body connected with the buffer layer is the abrupt slope, and a water drainage end of the abrupt slope is connected with the water drainage channel. The water inlet pipe is at 90 degrees and the water outlet of the water inlet pipe is arranged to be in a horn mouth shape. The buffer layer is formed by paving ashlars, the abrupt slope is in a ladder shape, and the water drainage channel is rectangular. The open highland water drainage energy dissipation tank resolves the problem that drained rain scatters everywhere and pollutes the environment.
Description
Technical field
The utility model relates to a kind of energy dissipating pond, draining energy dissipating pond, particularly uncovered highland.
Background technology
When oil gas station or the life point rain-water drainage discrepancy in elevation bigger, as greater than 30 meters the time, the storm-water drainage meeting causes huge washing away to the low spot face of land and vegetation, damage farmland or forest land, wash away potential safety hazards such as to cause surface subsidence for a long time, also can cause storm-water drainage wandering simultaneously everywhere, problems such as contaminated environment.
Summary of the invention
The technical problems to be solved in the utility model is for draining energy dissipating pond, a kind of uncovered highland is provided, and is wandering everywhere to overcome storm-water drainage, problem of environment pollution caused.
The technical solution of the utility model is: draining energy dissipating pond, a kind of uncovered highland, it is characterized in that: comprise pond body, water inlet pipe, cushion coat, abrupt slope and discharge conduit, wherein the water inlet of water inlet pipe receives the flowing water from the highland, the delivery port of water inlet pipe is arranged in the pond body of groove shape, body bottom, pond is provided with and is used to subdue the cushion coat that comes the water energy, pond body one side that links to each other with cushion coat is the abrupt slope, and the discharge ends on abrupt slope links to each other with discharge conduit.
The delivery port that described water inlet pipe is 90 ° and water inlet pipe is provided with horn mouth, and cushion coat is just formed by the rubble shop, and the abrupt slope is trapezoidal, and discharge conduit is a rectangle.
Described horn mouth caliber is than being 1:1.5～1:2.5; The rubble diameter is 150～200mm, and buffer layer thickness is that 500～1000mm, width are 1～3m; Long 5～the 10m in abrupt slope, wide 2～5m, high 2～2.5m, the gradient is 40～50 °, trapezoidal abrupt slope is 1:1.5～1:2.5 to the local magnification ratio of the cross-section of river; Wide 5～the 10m of discharge conduit, long 20～30m.
Described water inlet pipe stage casing is provided with 1 drop well every 40m.
Technique effect of the present utility model is:
1, energy dissipating.The utility model utilizes cushion coat to subdue to come the energy of water, eliminates most of energy of water as utilizing the formed progressive energy dissipating effect in space between the rubble;
2, reduce flow velocity.The utility model can reduce the draining flow velocity by the part of the cross-section of river on abrupt slope is amplified;
3, water conservancy diversion.The utility model can utilize its terminal discharge conduit that the row's of institute water is imported the fixed location, in peripheral stream or surface water channel;
4, drop energy dissipating.Because the two places discrepancy in elevation is bigger, also can consider increases drop well as ancillary method in the appropriate location, water inlet pipe stage casing of Chi Tiqian, to alleviate rainwater to the washing away of water inlet pipe, can be provided with 1 every 40m;
5, small investment is easy to build.The utility model material therefor draws materials extensively, cheap, need not great amount of investment can build up, and simple structure is convenient to build.
Description of drawings
Below in conjunction with the embodiment accompanying drawing the utility model is described further:
Fig. 1 is the utility model front view;
Fig. 2 is the sectional view of Fig. 1 along the A-A line.
Among the figure: 1-water inlet pipe, 2-delivery port, 3-cushion coat, 4-abrupt slope, 5-discharge conduit.
The specific embodiment
Referring to Fig. 1 and Fig. 2, a kind ofly eliminate the draining energy dissipating pond, uncovered highland that highland draining energy avoids washing away the massif and the face of land; Comprise pond body, water inlet pipe 1, cushion coat 3, abrupt slope 4 and discharge conduit 5, wherein the water inlet of water inlet pipe 1 receives the flowing water from the highland, the delivery port 2 of water inlet pipe 1 is arranged in the pond body of groove shape, body bottom, pond is provided with and is used to subdue the cushion coat 3 that comes the water energy, pond body one side that links to each other with cushion coat 3 is abrupt slope 4, and the discharge ends on abrupt slope 4 links to each other with discharge conduit 5.
Above-mentioned cushion coat 3 utilizes the progressive energy dissipating effect in rubble space to eliminate most of energy of water; Abrupt slope 4 reduces the draining flow velocity in order to slow down, and 5 pairs of water bodys of discharge conduit play guide functions, reach orderly discharging.
The delivery port 2 that water inlet pipe 1 can be 90 ° and water inlet pipe 1 is provided with horn mouth, and cushion coat 3 can just be formed by the rubble shop, and abrupt slope 4 can be trapezoidal, and discharge conduit 5 can be rectangle.
Horn mouth caliber ratio can be 1:1.5～1:2.5; The rubble diameter can be 150～200mm, and cushion coat 3 can be thickness 500～1000mm, width 1～3m; Abrupt slope 4 can be long 5～10m, wide 2～5m, and high 2～2.5m, the gradient can be 40～50 °, and the local magnification ratio of the 4 pairs of cross-sections of river in trapezoidal abrupt slope can be 1:1.5～1:2.5; Discharge conduit 5 can be wide 5～10m, long 20～30m.
Because the two places discrepancy in elevation is bigger, can increase drop well in the appropriate location, water inlet pipe stage casing of Chi Tiqian as ancillary method, to alleviate rainwater to the washing away of water inlet pipe, water inlet pipe 1 stage casing can be provided with 1 drop well every 40m in principle.
Claims (4)
1. draining energy dissipating pond, a uncovered highland, it is characterized in that: comprise pond body, water inlet pipe (1), cushion coat (3), abrupt slope (4) and discharge conduit (5), wherein the water inlet of water inlet pipe (1) receives the flowing water from the highland, the delivery port (2) of water inlet pipe (1) is arranged in the pond body of groove shape, body bottom, pond is provided with and is used to subdue the cushion coat (3) that comes the water energy, pond body one side that links to each other with cushion coat (3) is abrupt slope (4), and the discharge ends of abrupt slope (4) links to each other with discharge conduit (5).
2. draining energy dissipating pond, a kind of uncovered highland according to claim 1, it is characterized in that: the delivery port (2) that described water inlet pipe (1) is 90 ° and water inlet pipe (1) is provided with horn mouth, cushion coat (3) is just formed by the rubble shop, and abrupt slope (4) are trapezoidal, and discharge conduit (5) is a rectangle.
3. draining energy dissipating pond, a kind of uncovered highland according to claim 2 is characterized in that: described horn mouth caliber is than being 1:1.5～1:2.5; The rubble diameter is 150～200mm, and cushion coat (3) thickness is that 500～1000mm, width are 1～3m; Long 5～the 10m in abrupt slope (4), wide 2～5m, high 2～2.5m, the gradient is 40～50 °, abrupt slope (4) are 1:1.5～1:2.5 to the local magnification ratio of the cross-section of river; Wide 5～the 10m of discharge conduit (5), long 20～30m.
4. draining energy dissipating pond, a kind of uncovered highland according to claim 1, it is characterized in that: described water inlet pipe (1) stage casing is provided with 1 drop well every 40m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120158461 CN202073171U (en) | 2011-05-18 | 2011-05-18 | Open highland water drainage energy dissipation tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120158461 CN202073171U (en) | 2011-05-18 | 2011-05-18 | Open highland water drainage energy dissipation tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202073171U true CN202073171U (en) | 2011-12-14 |
Family
ID=45111276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120158461 Expired - Lifetime CN202073171U (en) | 2011-05-18 | 2011-05-18 | Open highland water drainage energy dissipation tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202073171U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104405009A (en) * | 2014-11-17 | 2015-03-11 | 四川农业大学 | Simple cistern rainwater collecting system |
| CN105484225A (en) * | 2015-12-25 | 2016-04-13 | 中国科学院、水利部成都山地灾害与环境研究所 | Method for gully head energy dissipation and gully bank stabilization |
| CN105696531A (en) * | 2016-01-22 | 2016-06-22 | 西华大学 | Drop water energy dissipation device |
| CN109653291A (en) * | 2018-12-27 | 2019-04-19 | 平潭智汇畅城科技有限公司 | A kind of efficient rainwater-collecting regulating system |
| CN111827218A (en) * | 2020-06-07 | 2020-10-27 | 甘肃省水利水电勘测设计研究院有限责任公司 | Ecological drainage device for dam in alpine region |
| CN114108547A (en) * | 2021-11-19 | 2022-03-01 | 中国科学院生态环境研究中心 | River bank vegetation buffer zone and construction method thereof |
-
2011
- 2011-05-18 CN CN 201120158461 patent/CN202073171U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104405009A (en) * | 2014-11-17 | 2015-03-11 | 四川农业大学 | Simple cistern rainwater collecting system |
| CN105484225A (en) * | 2015-12-25 | 2016-04-13 | 中国科学院、水利部成都山地灾害与环境研究所 | Method for gully head energy dissipation and gully bank stabilization |
| CN105696531A (en) * | 2016-01-22 | 2016-06-22 | 西华大学 | Drop water energy dissipation device |
| CN109653291A (en) * | 2018-12-27 | 2019-04-19 | 平潭智汇畅城科技有限公司 | A kind of efficient rainwater-collecting regulating system |
| CN109653291B (en) * | 2018-12-27 | 2020-11-10 | 平潭智汇畅城科技有限公司 | Efficient rainwater collection and regulation system |
| CN111827218A (en) * | 2020-06-07 | 2020-10-27 | 甘肃省水利水电勘测设计研究院有限责任公司 | Ecological drainage device for dam in alpine region |
| CN111827218B (en) * | 2020-06-07 | 2022-01-11 | 甘肃省水利水电勘测设计研究院有限责任公司 | Ecological drainage device for dam in alpine region |
| CN114108547A (en) * | 2021-11-19 | 2022-03-01 | 中国科学院生态环境研究中心 | River bank vegetation buffer zone and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202073171U (en) | Open highland water drainage energy dissipation tank | |
| CN203129109U (en) | Retaining wall backflow-preventing water drain pipe | |
| CN203222785U (en) | Y-shaped flow guiding pier used for forebay rectification | |
| CN105735203A (en) | Desilting canal | |
| CN107386220B (en) | Gap split-flow type secondary dam structure | |
| CN109577292B (en) | Energy dissipation runner structure for reducing flow velocity | |
| CN103410129A (en) | Multistage step drop energy dissipater structure | |
| CN203373703U (en) | River channel water fetching structure | |
| CN103447180A (en) | Wet process flue gas desulfurization water drop-shaped grout spraying pipe | |
| CN211571646U (en) | Air supply ridge structure for drainage energy dissipation hole | |
| CN106522153A (en) | Energy-gathering rotary accelerating silt removal method for long-distance standard-section artesian ditch | |
| CN102493391A (en) | Multi-spot water storage flood control method | |
| CN106836456B (en) | A kind of fairing improving rainfall pumping station water outlet box culvert assignment of traffic uniformity | |
| RU2500486C1 (en) | Device for perfecting performances of vertical steel tanks | |
| CN104563404B (en) | A kind of drop case for building | |
| CN204163061U (en) | Water power catch-drain energy-dissipating structure | |
| CN209603094U (en) | Low-speed fluid energy dissipation runner structure | |
| CN201933604U (en) | Rainwater drainage multi-passage inspection well | |
| CN207648341U (en) | A kind of water pipeline Accrete clearing device | |
| CN201232196Y (en) | Deep water diffuser for riverway double layer sewage discharge | |
| CN108317331B (en) | Pipe wall structure for slowing down severe exhaust of inflow shaft in full-flow state of urban deep tunnel | |
| CN202222316U (en) | Comprehensive ecological hydraulic snail removal device | |
| CN105152348A (en) | Anti-blocking baffling type percolation dam | |
| CN200998612Y (en) | Round medium ring desilting basin | |
| CN204571108U (en) | A kind of drop case for building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111214 |
|
| CX01 | Expiry of patent term |