CN207727748U - A kind of rainwater energy dissipation tank with processing function - Google Patents
A kind of rainwater energy dissipation tank with processing function Download PDFInfo
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- CN207727748U CN207727748U CN201721770689.1U CN201721770689U CN207727748U CN 207727748 U CN207727748 U CN 207727748U CN 201721770689 U CN201721770689 U CN 201721770689U CN 207727748 U CN207727748 U CN 207727748U
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- 230000021715 photosynthesis, light harvesting Effects 0.000 title claims abstract description 35
- 238000005192 partition Methods 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 19
- 230000008595 infiltration Effects 0.000 claims description 5
- 238000001764 infiltration Methods 0.000 claims description 5
- 239000000758 substrate Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 6
- 238000000746 purification Methods 0.000 abstract description 5
- 230000003139 buffering effect Effects 0.000 abstract description 2
- 239000012535 impurity Substances 0.000 description 4
- 238000001914 filtration Methods 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 239000002352 surface water Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 239000002957 persistent organic pollutant Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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Abstract
本实用新型公开了一种具有处理功能的雨水消能池,它包括池体(1),池体(1)内用隔墙分为消能池(2)、溢流槽(3)和网格过滤池(4)三部分,消能池(1)经第一隔墙顶部的溢流口连通溢流槽(3),溢流槽(3)经第二隔墙底部的过流口连通网格过滤池(4);消能池(2)下部的池体侧壁上装有雨水进水管(12),与雨水进水管(12)相对的第一隔墙底角设有消能阶梯(7),消能池(2)的上部安放有斜板(8);溢流槽(3)的上部有大孔径网格板(9)分隔,网格过滤池(4)的上部有小孔径网格板(10)分隔。本实用新型与传统雨水消能池相比,除了具有削减雨水流速、减缓冲刷作用,还对排入江河的雨水具有一定的净化作用。
The utility model discloses a rainwater energy dissipating pool with processing function, which comprises a pool body (1), the pool body (1) is divided into an energy dissipating pool (2), an overflow tank (3) and a net The grid filter pool (4) has three parts, the energy dissipation pool (1) is connected to the overflow tank (3) through the overflow port on the top of the first partition wall, and the overflow tank (3) is connected to the overflow tank (3) through the overflow port at the bottom of the second partition wall Mesh filter pool (4); rainwater inlet pipe (12) is installed on the side wall of the lower part of the energy dissipation pool (2), and an energy dissipation ladder ( 7), the upper part of the energy dissipation pool (2) is equipped with a sloping plate (8); the upper part of the overflow tank (3) is separated by a large-aperture grid plate (9), and the upper part of the grid filter tank (4) is separated by a small-aperture Mesh panels (10) separate. Compared with the traditional rainwater energy dissipation pool, the utility model not only has the function of reducing the flow velocity of rainwater and buffering, but also has a certain purification effect on the rainwater discharged into rivers.
Description
技术领域technical field
本实用新型属于雨水净化技术领域,具体涉及一种应用于山地城市的具有处理功能的雨水消能池。The utility model belongs to the technical field of rainwater purification, and in particular relates to a rainwater energy-dissipating pool with processing function applied to mountainous cities.
背景技术Background technique
山地城市雨水管道坡度大,雨水排出口位置水流流速大,对堤岸产生强烈的冲刷,使得雨水中携带大量无机沙砾。减少雨水直接排放对地表水系统的污染和充分有效地综合利用雨水资源成为日益关注的问题。现有的雨水消能池仅能削弱雨水动能,并不具有处理效果,因而直接排放会对水体带来污染。The slope of the rainwater pipeline in mountainous cities is large, and the water flow velocity at the rainwater outlet is high, which produces strong erosion on the embankment, causing a large amount of inorganic sand and gravel to be carried in the rainwater. Reducing the pollution of surface water system by direct discharge of rainwater and fully and effectively utilizing rainwater resources have become increasingly concerned issues. The existing rainwater energy dissipation pool can only weaken the kinetic energy of rainwater, but has no treatment effect, so direct discharge will pollute the water body.
实用新型内容Utility model content
针对现有雨水消能池存在的问题,本实用新型所要解决的技术问题就是提供一种具有处理功能的雨水消能池,它通过沉淀和过滤,在一个池体内同时实现雨水的消能、净化与储存,减少雨水排入给地表水系带来的点源污染。Aiming at the problems existing in the existing rainwater energy dissipation pool, the technical problem to be solved by the utility model is to provide a rainwater energy dissipation pool with processing function, which realizes the energy dissipation and purification of rainwater in one pool body at the same time through sedimentation and filtration and storage to reduce the point source pollution caused by rainwater discharge to the surface water system.
本实用新型所要解决的技术问题是通过这样的技术方案实现的,它包括池体,池体内用隔墙分为消能池、溢流槽和网格过滤池三部分,消能池经第一隔墙顶部的溢流口连通溢流槽,溢流槽经第二隔墙底部的过流口连通网格过滤池;The technical problem to be solved by the utility model is achieved through such a technical scheme, which includes a pool body, which is divided into three parts: an energy dissipation pool, an overflow tank and a mesh filter pool with a partition wall, and the energy dissipation pool passes through the first The overflow port on the top of the partition wall is connected to the overflow tank, and the overflow tank is connected to the mesh filter pool through the overflow port at the bottom of the second partition wall;
消能池下部的池体侧壁上装有雨水进水管,与雨水进水管相对的第一隔墙底角设有消能阶梯,消能池底面为下渗型衬底,消能池的上部安放有斜板;溢流槽的上部有大孔径网格板分隔,网格过滤池的上部有小孔径网格板分隔,小孔径网格板上方的池体侧壁上装有出水槽,出水槽一端的池体壁上开有出水口。A rainwater inlet pipe is installed on the side wall of the pool body at the lower part of the energy dissipation pool, and an energy dissipation ladder is provided at the bottom corner of the first partition wall opposite to the rainwater inlet pipe. There are inclined plates; the upper part of the overflow tank is separated by a large-aperture grid plate, and the upper part of the mesh filter tank is separated by a small-aperture grid plate. The side wall of the pool above the small-aperture grid plate is equipped with a water outlet. A water outlet is opened on the body wall of the pool.
本实用新型的技术效果是:The technical effect of the utility model is:
雨水流速进入消能池被削减,消能池上部设置斜板,沉淀分离雨水中的泥沙等杂质;溢流槽和网格过滤池中设置的孔径从大至小的网格板,随着过滤过程的进行,雨水中不易沉降的泥沙被网格板拦截,同时在雨水运行一段时间后,相邻两网格板之间也会因为泥沙浓度梯度而发生成层沉淀现象,从而进一步增强雨水与杂质的分离效果。The flow rate of rainwater entering the energy dissipation pool is reduced, and the upper part of the energy dissipation pool is equipped with a sloping plate to precipitate and separate impurities such as sediment in the rainwater; the grid plates with apertures from large to small in the overflow tank and grid filter tank During the filtration process, the sediment that is not easy to settle in the rainwater is intercepted by the grid plate. At the same time, after the rainwater has been running for a period of time, layered precipitation will also occur between the adjacent two grid plates due to the gradient of the sediment concentration, thereby further Enhance the separation effect of rainwater and impurities.
所以本实用新型的优点是:在一个池体内同时实现了雨水的消能、净化与储存,减少了雨水排入给地表水系带来的点源污染,适用于山地城市的城市分流制排水系统的雨水末端处理和截留式合流制的溢流水末端处理。Therefore, the utility model has the advantages of realizing the energy dissipation, purification and storage of rainwater in one pool body at the same time, reducing the point source pollution caused by rainwater discharge into the surface water system, and being suitable for urban diversion system drainage systems in mountainous cities. Rainwater terminal treatment and overflow water terminal treatment of interception combined system.
附图说明Description of drawings
本实用新型的附图说明如下:The accompanying drawings of the utility model are as follows:
图1为本实用新型的平面结构示意图Fig. 1 is the schematic diagram of the plane structure of the utility model
图2为本实用新型的剖面图Figure 2 is a sectional view of the utility model
图中,1. 池体; 2.消能池;3.溢流槽;4.网格过滤池;5.出水口;6.下渗型衬底;7.消能阶梯;8.斜板;9.大孔径网格板;10.小孔径网格板;11.出水槽;12.雨水进水管。In the figure, 1. pool body; 2. energy dissipation pool; 3. overflow tank; 4. mesh filter pool; 5. water outlet; 6. infiltration type substrate; 7. energy dissipation ladder; ; 9. Large-aperture grid plate; 10. Small-aperture grid plate; 11. Outlet tank; 12. Rainwater inlet pipe.
具体实施方式Detailed ways
下面结合附图和实施例对本实用新型作进一步说明:Below in conjunction with accompanying drawing and embodiment the utility model is further described:
如图1、图2所示,本实用新型包括池体1,池体1内用隔墙分为消能池2、溢流槽3和网格过滤池4三部分,消能池1经第一隔墙顶部的溢流口连通溢流槽3,溢流槽3经第二隔墙底部的过流口连通网格过滤池4;As shown in Fig. 1 and Fig. 2, the utility model comprises a pool body 1, and the interior of the pool body 1 is divided into three parts: an energy dissipation pool 2, an overflow tank 3 and a mesh filter pool 4, and the energy dissipation pool 1 passes through the first The overflow port on the top of a partition wall is connected to the overflow tank 3, and the overflow tank 3 is connected to the grid filter pool 4 through the overflow port at the bottom of the second partition wall;
消能池2下部的池体侧壁上装有雨水进水管12,与雨水进水管12相对的第一隔墙底角设有消能阶梯7,消能池2底面为下渗型衬底6,消能池2的上部安放有斜板8;溢流槽3的上部有大孔径网格板9分隔,网格过滤池4的上部有小孔径网格板10分隔,小孔径网格板10上方的池体侧壁上装有出水槽11,出水槽11一端的池体壁上开有出水口5。The side wall of the lower part of the energy dissipation pool 2 is equipped with a rainwater inlet pipe 12, and the bottom corner of the first partition wall opposite to the rainwater inlet pipe 12 is provided with an energy dissipation ladder 7, and the bottom surface of the energy dissipation pool 2 is an infiltration type substrate 6, The upper part of the energy dissipation pool 2 is placed with a slant plate 8; the upper part of the overflow tank 3 is separated by a large-aperture grid plate 9; Water outlet tank 11 is housed on the side wall of the pool body, and water outlet 5 is arranged on the pool body wall at water outlet tank 11 one ends.
斜板8为异向流斜板,具有沉淀效率高,占地面积小等优点,能快速沉降雨水中的沙砾。消能阶梯7为反向阶梯形式(沿水流方向台阶逐级升高),能使水流碰撞更强烈,消能效果更好;同时辅以在池底放置体型较大的石块,对进入消能池2的流速较快的雨水进行消能。The inclined plate 8 is a counterflow inclined plate, which has the advantages of high sedimentation efficiency and small footprint, and can quickly settle sand and gravel in rainwater. The energy-dissipating ladder 7 is in the form of a reverse ladder (steps increase step by step along the water flow direction), which can make the water flow collide more intensely and have a better energy-dissipating effect; The faster rainwater in the energy pool 2 dissipates energy.
初期汇流至消能池2内的雨水在消能阶梯7作用下剧烈冲撞,充分溶解氧气,从而有利于初期降雨中有机污染物的氧化。流速经过降低后的雨水向上流至斜板8沉淀区,雨水中的砂砾等杂质在斜板8内沉淀。The rainwater initially converging into the energy dissipating pool 2 collides violently under the action of the energy dissipating ladder 7 to fully dissolve oxygen, thereby facilitating the oxidation of organic pollutants in the initial rainfall. The rainwater whose flow velocity has been reduced flows upwards to the sedimentation area of the inclined plate 8, and impurities such as gravel in the rainwater are deposited in the inclined plate 8.
溢流槽3和网格过滤池4内分别设置孔径沿水流方向逐级减小的网格板9、10,拦截雨水中漂浮或悬浮性杂质。溢流槽3的作用主要是改变水流流向和整流以利于网格过滤池4的补水均匀,其中的大孔径网格板9也可以起到初步过滤的作用,从而减轻网格过滤池4中小孔径网格板10过滤池的负荷。The overflow tank 3 and the grid filter pool 4 are respectively provided with grid plates 9 and 10 whose apertures gradually decrease along the water flow direction to intercept floating or suspended impurities in the rainwater. The function of the overflow tank 3 is mainly to change the flow direction and rectification of the water flow to facilitate the uniform water replenishment of the grid filter tank 4, and the large-aperture grid plate 9 can also play the role of preliminary filtration, thereby reducing the pressure of the small and medium-sized pores of the grid filter tank 4. The mesh panels 10 filter the pond load.
消能池2底面为下渗型衬底6,雨季过后滞留在构筑物内的部分雨水可透过池底,缓慢下渗至土壤之中,经过土壤的渗滤作用后再补充地下水。剩余的雨水则储存在后续的溢流槽3和网格过滤池4中,以便雨水资源的回用。池体1的顶板为可拆卸,便于斜板8、网格板9、10的安装和清理。The bottom of the energy dissipation pool 2 is an infiltration substrate 6, and part of the rainwater remaining in the structure after the rainy season can pass through the bottom of the pool, slowly infiltrate into the soil, and replenish groundwater after the infiltration of the soil. The remaining rainwater is stored in the follow-up overflow tank 3 and mesh filter pool 4 for reuse of rainwater resources. The top plate of the pool body 1 is detachable, which is convenient for the installation and cleaning of the inclined plate 8 and the grid plates 9,10.
本实用新型与功能单一的传统雨水消能池相比,除了具有削减雨水流速、减缓冲刷作用,还对排入江河的雨水具有一定的净化作用,有利于城市健康水生态系统的构建。Compared with the traditional rainwater energy dissipation pool with single function, the utility model not only has the function of reducing the flow rate of rainwater and buffering, but also has a certain purification effect on the rainwater discharged into the river, which is beneficial to the construction of a healthy urban water ecosystem.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145016A (en) * | 2019-04-29 | 2019-08-20 | 中国市政工程华北设计研究总院有限公司 | A kind of rainwater applied to pipe gallery enters corridor device |
| CN112962770A (en) * | 2021-03-02 | 2021-06-15 | 北京雨人润科生态技术有限责任公司 | Rainwater overflow well |
-
2017
- 2017-12-18 CN CN201721770689.1U patent/CN207727748U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145016A (en) * | 2019-04-29 | 2019-08-20 | 中国市政工程华北设计研究总院有限公司 | A kind of rainwater applied to pipe gallery enters corridor device |
| CN112962770A (en) * | 2021-03-02 | 2021-06-15 | 北京雨人润科生态技术有限责任公司 | Rainwater overflow well |
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