CN106638900A - Online handling storage pond, emergency flood discharge gallery and drainage pump station combined system - Google Patents
Online handling storage pond, emergency flood discharge gallery and drainage pump station combined system Download PDFInfo
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
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- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
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Abstract
Description
技术领域technical field
本发明涉及一种初期雨水处理组合系统,属于雨水处理技术领域,尤其涉及用于在线处理调蓄池出水高程会低于受纳水体设计洪水位的情况下使用的一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统。The invention relates to an initial rainwater treatment combination system, which belongs to the technical field of rainwater treatment, and in particular to an online treatment storage tank used when the outlet water elevation of the storage tank is lower than the design flood level of the receiving water body, A combined system of emergency flood corridors and drainage pumping stations.
背景技术Background technique
现有技术中,通常城市排放初期雨水的各种管路中都会使用在线处理调蓄池对初期雨水进行过滤净化,而经在线处理调蓄池过滤净化后的雨水会直接排放到自然水体,在线处理调蓄池的结构如图1所示,虽然该方式具有能耗低的优点,但是在线处理调蓄池一般建在地势较低处,当城市内出现强降雨或其他特殊情况造成自然水体水位高于在线处理调蓄池过水槽标高时就会造成在线处理调蓄池内的雨水无法顺利排放,从而造成了雨水在整体城市雨水管道中的滞留,从而引发内涝现象。In the prior art, the online treatment and storage tanks are used to filter and purify the initial rainwater in various pipelines that usually discharge the initial rainwater in cities, and the rainwater filtered and purified by the online treatment and storage tanks will be directly discharged to natural water bodies. The structure of the treatment and storage tank is shown in Figure 1. Although this method has the advantage of low energy consumption, the online treatment and storage tank is generally built on a low-lying place. When heavy rainfall or other special circumstances in the city cause the natural water level If it is higher than the elevation of the water tank in the online treatment storage tank, the rainwater in the online treatment storage tank will not be discharged smoothly, resulting in the retention of rainwater in the overall urban rainwater pipeline, thereby causing waterlogging.
发明内容Contents of the invention
针对上述现有技术存在的缺陷,本发明要解决的技术问题是提供一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统,其不仅能够根据出水受纳水体水位情况确定是否需开启排水泵,做到既安全又节能,同时能够在强降雨等特殊情况下及时排出在线处理调蓄池内的雨水从而防止城市内涝。Aiming at the above-mentioned defects in the prior art, the technical problem to be solved by the present invention is to provide a combination system for online treatment of storage tanks, emergency flood corridors and drainage pumping stations, which can not only determine the water level of the effluent receiving water body Whether it is necessary to turn on the drainage pump, so as to be safe and energy-saving, and at the same time, it can discharge the rainwater in the storage tank for online treatment in time under special circumstances such as heavy rainfall, so as to prevent urban waterlogging.
为解决上述技术问题,本发明采用了这样一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统,其包括与城市排水管道连通的在线处理调蓄池和应急行洪廊道;还包括集水池和排水池;所述在线处理调蓄池的出水端与所述集水池连通;所述排水池与所述集水池通过下开式堰门连通;所述集水池内设置有排水泵;所述排水泵通过排水管道与所述排水池连通。In order to solve the above-mentioned technical problems, the present invention adopts such a combination system of online processing storage tank, emergency flood corridor and drainage pumping station, which includes an online processing storage tank and emergency flood corridor connected with urban drainage pipelines It also includes a sump and a drainage pool; the outlet end of the on-line processing storage tank is connected with the sump; the drainage pool is connected with the sump through a bottom-opening weir gate; the sump is set There is a drain pump; the drain pump communicates with the drain pool through a drain pipe.
在本发明的一种优选实施方案中,所述集水池和所述在线处理调蓄池共用一面第一公共墙体。In a preferred embodiment of the present invention, the water collection tank and the online treatment storage tank share a first common wall.
在本发明的一种优选实施方案中,所述第一公共墙体上设置有与所多个通孔。In a preferred embodiment of the present invention, the first public wall is provided with a plurality of through holes.
在本发明的一种优选实施方案中,所述集水池和所述排水池共用一面第二公共墙体;所述第二公共墙体上设置有溢水孔;所述第二公共墙体的溢水孔上设置有所述下开式堰门。In a preferred embodiment of the present invention, the sump and the drainage pool share a second public wall; the second public wall is provided with overflow holes; the overflow of the second public wall The hole is provided with the bottom opening weir gate.
在本发明的一种优选实施方案中,所述在线处理调蓄池通过过水槽与所述集水池连通;所述过水槽设置于所述在线处理调蓄池内且位于池底的上端;所述过水槽的出水端与所述集水池连通;所述过水槽沿经在线处理调蓄池处理后净水溢流的方向布置。In a preferred embodiment of the present invention, the on-line treatment storage tank communicates with the sump through a water tank; the water tank is arranged in the online treatment storage tank and is located at the upper end of the bottom of the pool; the The water outlet end of the water tank communicates with the sump; the water tank is arranged along the direction of the overflow of the purified water treated by the on-line treatment storage tank.
在本发明的一种优选实施方案中,还包括分水廊道,所述在线处理调蓄池的进水端与所述分水廊道连通,所述在线处理调蓄池通过过水槽与所述集水池连通。In a preferred embodiment of the present invention, it also includes a water diversion corridor, the water inlet end of the online treatment and storage tank communicates with the water diversion corridor, and the online treatment and storage tank is connected to the water tank through a water tank The sump is connected.
在本发明的一种优选实施方案中,所述应急行洪廊道的进水端通过水力自动闸门与所述分水廊道连通,所述应急行洪廊道与所述集水池或自然水体连通。In a preferred embodiment of the present invention, the water inlet end of the emergency flood corridor communicates with the water diversion corridor through a hydraulic automatic gate, and the emergency flood corridor communicates with the sump or natural water body connected.
在本发明的一种优选实施方案中,所述过水槽远离所述集水池一端的高度高于所述过水槽靠近所述集水池一端的高度。In a preferred embodiment of the present invention, the height of the end of the water passing tank away from the sump is higher than the height of the end of the water passing tank close to the sump.
在本发明的一种优选实施方案中,所述过水槽两侧边沿上方设置有三角形过滤块。In a preferred embodiment of the present invention, triangular filter blocks are arranged above the two sides of the water tank.
在本发明的一种优选实施方案中,所述集水池内设置有潜污泵;所述潜污泵的排水口端与缓冲池连通。In a preferred embodiment of the present invention, a submersible sewage pump is arranged in the sump; the outlet end of the submersible sewage pump communicates with the buffer pool.
在本发明的一种优选实施方案中,所述排水池的高度高于所述集水池的高度。In a preferred embodiment of the present invention, the height of the drainage pool is higher than that of the sump.
在本发明的一种优选实施方案中,所述调蓄池和所述集水池共用一面第一公共墙体;所述第一公共墙体设置有与所述过水槽的出水端连通的通孔。In a preferred embodiment of the present invention, the storage tank and the sump pool share a first common wall; the first common wall is provided with a through hole communicating with the water outlet end of the water passing tank .
在本发明的一种优选实施方案中,所述集水池和所述排水池共用一面第二公共墙体;所述第二公共墙体上设置有所述下开式堰门。In a preferred embodiment of the present invention, the sump and the drainage pool share a second public wall; the second public wall is provided with the bottom-opening weir gate.
所述分水廊道与所述在线处理调蓄池和所述应急行洪廊道共用一面第三公共墙体;所述第三公共墙体上设置有供雨水流入所述在线处理调蓄池的通孔;所述第三公共墙体上还安装有所述水力自动闸门。The water diversion corridor shares a third public wall with the on-line treatment storage tank and the emergency flood corridor; the third public wall is provided with a The through hole; the hydraulic automatic gate is also installed on the third public wall.
本发明还公开了一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统的控制方法,所述控制箱的控制系统预设有危险水位高度H1,所述危险水位高度H1小于所述过水槽的最高高度H2;由所述第二液位计监测所得的排水池内的实时水位高度为H3,H3与自然水体水位等高;由所述第一液位计监测所得的所述集水池内的实时水位高度为H4;所述下开式堰门的堰门门板的实时高度为H5;当晴天且H4<H1时,所述排水泵关闭,H5>H3;当雨天且H4<H1时,所述排水泵关闭,H3增大,所述下开式堰门在所述控制箱控制下升高,H5随着H3的增大而增大且H5>H3;当雨天且H4>H1且H5<H3时,所述下开式堰门关闭,所述排水泵在所述控制箱控制下工作,将所述集水池内的水排入所述排水池。The present invention also discloses a control method for online treatment of the combined system of storage tank, emergency flood corridor and drainage pumping station. The control system of the control box is preset with a dangerous water level height H 1 , and the dangerous water level height H 1 is less than the maximum height H 2 of the water tank; the real-time water level height in the drainage pool monitored by the second liquid level gauge is H 3 , and H 3 is equal to the water level of the natural water body; by the first liquid level The real-time water level height in the sump is H 4 obtained from the meter monitoring; the real-time height of the weir gate door plate of the bottom-opening weir gate is H 5 ; when it is sunny and H 4 <H 1 , the drainage pump is closed , H 5 >H 3 ; when it rains and H 4 <H 1 , the drainage pump is turned off, H 3 increases, the bottom opening weir gate rises under the control of the control box, H 5 follows the H 3 increases and H 5 >H 3 ; when it is rainy and H 4 >H 1 and H 5 <H 3 , the bottom opening weir gate is closed, and the drainage pump is under the control of the control box Work, the water in the sump is discharged into the drain.
在本发明的一种优选实施方案中,1mm≤H2-H1≤3mm。In a preferred embodiment of the invention, 1 mm≦H 2 -H 1 ≦3 mm.
本发明的有益效果是:本发明的在线处理调蓄池与节能排水泵站的组合系统结构简单、使用方便,其不仅能够根据降雨的实施情况调节下开式堰门的高度,而且能够根据出水受纳水体水位情况确定是否需开启排水泵,做到既安全,又节能,且本发明适用于所有使用了在线处理调蓄池的场合。The beneficial effects of the present invention are: the combined system of the online treatment regulating storage tank and the energy-saving drainage pumping station of the present invention is simple in structure and easy to use, it can not only adjust the height of the lower open weir gate according to the implementation of rainfall, but also can The water level of the receiving water body determines whether to turn on the drainage pump, which is safe and energy-saving, and the invention is applicable to all occasions where the on-line processing storage tank is used.
附图说明Description of drawings
图1是现有技术中现有技术中一种在线处理调蓄池结构示意图;Fig. 1 is a schematic structural diagram of an online processing regulating storage tank in the prior art;
图2是本发明实施例一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统的结构示意图;Fig. 2 is a schematic structural diagram of a combined system for online processing of storage tanks, emergency flood corridors and drainage pumping stations according to an embodiment of the present invention;
图3是图2中本发明实施例一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统的A-A断面示意图;Fig. 3 is an A-A cross-sectional schematic diagram of an online processing storage tank, an emergency flood corridor and a drainage pumping station according to an embodiment of the present invention in Fig. 2;
图4是图2中本发明实施例一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统的B-B断面示意图;Fig. 4 is a B-B cross-sectional schematic diagram of a combination system of an online processing storage tank, an emergency flood corridor and a drainage pumping station according to an embodiment of the present invention in Fig. 2;
图5是图2中本发明实施例一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统的C-C断面示意图Fig. 5 is a C-C cross-sectional schematic diagram of an online processing storage tank, emergency flood corridor and drainage pump station combined system according to the embodiment of the present invention in Fig. 2
图中:1-在线处理调蓄池,2-集水池,3-过水槽,4-排水池,5-自然水体,6-下开式堰门,7-第一液位计,8-第二液位计,9-排水泵,10-排水管道,11-控制箱,12-水力自动闸门,13-应急行洪廊道,14-分水廊道,1-1-第一公共墙体,2-1-第二公共墙体,14-1-第三公共墙体。In the figure: 1-on-line processing storage tank, 2-collection tank, 3-passing tank, 4-drainage tank, 5-natural water body, 6-bottom opening weir gate, 7-first liquid level gauge, 8-the first Two liquid level gauges, 9-drainage pump, 10-drainage pipe, 11-control box, 12-hydraulic automatic gate, 13-emergency flood corridor, 14-water diversion corridor, 1-1-the first public wall , 2-1-the second public wall, 14-1-the third public wall.
具体实施方式detailed description
为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本发明,并不用于限定本发明。In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.
由说明书附图中所示的本发明实施例一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统的结构示意图可知,本发明包括在线处理调蓄池1、集水池2、应急行洪廊道13和分水廊道14,本发明的在线处理调蓄池1是指所有具有对初期雨水进行在线处理调蓄功能的调蓄池结构,对池内雨水处理设备的改进以及池子结构的改进均属于本发明的保护范围;在线处理调蓄池1的进水端与分水廊道14连通,在线处理调蓄池1通过过水槽3与集水池2连通;应急行洪廊道13的进水端通过水力自动闸门12与分水廊道14连通,应急行洪廊道13与集水池2连通;还包括排水池4、排水泵9和控制箱11;排水池4的进水端与集水池2通过下开式堰门6连通,排水池4的排水端通过出水管与自然水体5连通;排水泵9设置于集水池2内,并通过排水管道10与排水池4连通;集水池2内设置有用于监测集水池内水位高低的第一液位计7;排水池4内设置有用于监测排水池内水位高低的第二液位计8;控制箱11与第一液位计7和第二液位计8电连接;排水泵9可在控制箱11的作用下开启或关闭;下开式堰门6的堰门门板可在控制箱11的作用下上下移动;下开式堰门6的堰门门板可在控制箱11的作用下上下移动,其中下开式堰门6具体结构参见中国发明专利CN104099997B;过水槽3远离集水池2一端的高度高于过水槽3靠近集水池2一端的高度;过水槽3两侧边沿上方设置有三角形过滤块;排水池4的高度高于集水池2的高度;调蓄池1和集水池2共用一面第一公共墙体1-1;第一公共墙体1-1设置有与过水槽3的出水端连通的通孔;集水池2和排水池4共用一面第二公共墙体2-1,第二公共墙体2-1垂直于第一公共墙体1-1,第二公共墙体2-1上设置有下开式堰门6;分水廊道14与在线处理调蓄池1和应急行洪廊道13共用一面第三公共墙体14-1;述第三公共墙体14-1上设置有供雨水流入在线处理调蓄池1的通孔;第三公共墙体14-1上还安装有水力自动闸门12,其中水力自动闸门12的具体结构参见中国发明专利说明书CN104863255B,在本发明专利中,分水廊道14由廊道底面和垂直于廊道底面的四面墙体围城,其中四面墙体两两对称布置构成一长方体盒装,与在线处理调蓄池1公用的一面第三公共墙体14-1上设置有供雨水进入的通孔以及供水力自动闸门12安装的安装槽;该结构有效节约了分水廊道14与在线处理调蓄池1的占地面积;应急行洪廊道13由在线处理调蓄池1的一面墙体以及平行于该墙体的另一面墙体围城,应急行洪廊道13内部整体与集水池2内部连通,两者成L型布置。It can be seen from the structural schematic diagram of a combined system of an online processing storage tank, an emergency flood corridor and a drainage pumping station according to an embodiment of the present invention shown in the accompanying drawings of the description, the present invention includes an online processing storage tank 1 and a sump 2 1. Emergency flood corridor 13 and water diversion corridor 14. On-line processing storage tank 1 of the present invention refers to all storage tank structures with on-line processing and storage functions for initial rainwater, the improvement of rainwater treatment equipment in the pool and The improvement of the pool structure belongs to the scope of protection of the present invention; the water inlet end of the online processing storage tank 1 is connected with the water diversion corridor 14, and the online processing storage tank 1 is connected with the sump 2 through the water tank 3; the emergency flood corridor The water inlet end of the road 13 is communicated with the water diversion corridor 14 through the hydraulic automatic gate 12, and the emergency flood corridor 13 is communicated with the sump 2; it also includes a drainage tank 4, a drainage pump 9 and a control box 11; the inlet of the drainage tank 4 The water end communicates with the sump 2 through the bottom opening weir gate 6, and the drainage end of the drainage pool 4 communicates with the natural water body 5 through the outlet pipe; the drainage pump 9 is set in the sump 2 and communicates with the drainage pool 4 through the drainage pipe 10 ; The sump 2 is provided with a first liquid level gauge 7 for monitoring the water level in the sump; the drain pool 4 is provided with a second liquid level gauge 8 for monitoring the water level in the drain pool; the control box 11 and the first liquid level The gauge 7 is electrically connected to the second liquid level gauge 8; the drainage pump 9 can be opened or closed under the action of the control box 11; The weir door panel of the type weir gate 6 can move up and down under the action of the control box 11, wherein the specific structure of the bottom opening weir gate 6 can be found in the Chinese invention patent CN104099997B; The height of one end of the sump 2; the upper edge of the water tank 3 is provided with a triangular filter block; the height of the drainage pool 4 is higher than the height of the sump 2; the storage pool 1 and the sump 2 share a first public wall 1- 1; the first public wall 1-1 is provided with a through hole communicating with the water outlet of the water tank 3; the sump 2 and the drainage pool 4 share a second public wall 2-1, and the second public wall 2-1 Vertical to the first public wall 1-1, the second public wall 2-1 is provided with a bottom-opening weir gate 6; the water diversion corridor 14 shares one side with the on-line processing storage tank 1 and the emergency flood discharge corridor 13 The third public wall 14-1; the third public wall 14-1 is provided with a through hole for rainwater to flow into the online processing storage tank 1; the third public wall 14-1 is also equipped with a hydraulic automatic gate 12 , wherein the specific structure of the hydraulic automatic gate 12 refers to the Chinese invention patent specification CN104863255B. In the patent of the present invention, the water diversion corridor 14 is surrounded by the bottom surface of the corridor and four walls perpendicular to the bottom surface of the corridor, wherein the four walls are symmetrical in pairs Arrangement constitutes a cuboid box, and the third public wall 14-1 on the common side with the online processing storage tank 1 is provided with a through hole for rainwater to enter and an installation groove for the installation of the hydraulic automatic gate 12; this structure effectively saves The floor area of the water diversion corridor 14 and the on-line processing storage tank 1; the emergency flood corridor 13 consists of One wall of the storage tank 1 and another wall parallel to the wall are processed online to surround the city. The interior of the emergency flood corridor 13 is connected with the interior of the sump 2 as a whole, and the two are arranged in an L shape.
本发明还公开了一种在线处理调蓄池、应急行洪廊道与排水泵站的组合系统的控制方法:控制箱11的控制系统预设有危险水位高度H1,危险水位高度H1小于过水槽3的最高高度H2,1mm≤H2-H1≤3mm;由第二液位计8监测所得的排水池4内的实时水位高度为H3,H3与自然水体水位等高;由第一液位计7监测所得的集水池2内的实时水位高度为H4;下开式堰门6的堰门门板的实时高度为H5;The present invention also discloses a control method for online treatment of the combined system of storage tanks, emergency flood corridors and drainage pumping stations: the control system of the control box 11 is preset with a dangerous water level height H 1 , and the dangerous water level height H 1 is less than The highest height H 2 of the water tank 3 is 1mm≤H 2 -H 1 ≤3mm; the real-time water level height in the drainage pool 4 obtained by monitoring the second liquid level gauge 8 is H 3 , and H 3 is equal to the water level of the natural water body; The real-time water level height in the sump 2 monitored by the first liquid level gauge 7 is H 4 ; the real-time height of the weir gate door plate of the bottom opening weir gate 6 is H 5 ;
当晴天且H4<H1时,排水泵9关闭,H5>H3;当雨天且H4<H1时,排水泵9关闭,H3增大,下开式堰门6在控制箱11控制下升高,H5随着H3的增大而增大且H5>H3;当雨天且H4>H1且H5<H3时,下开式堰门6关闭,排水泵9在控制箱11控制下工作,将集水池2内的水排入排水池4。When it is sunny and H 4 <H 1 , the drainage pump 9 is closed, and H 5 >H 3 ; when it is rainy and H 4 <H 1 , the drainage pump 9 is closed, H 3 increases, and the bottom opening weir gate 6 is in the control box 11 rises under control, H 5 increases with the increase of H 3 and H 5 >H 3 ; when it rains and H 4 >H 1 and H 5 <H 3 , the bottom opening weir gate 6 is closed and drainage The pump 9 works under the control of the control box 11, and the water in the sump 2 is discharged into the drainage basin 4.
使用本发明时:When using this invention:
1.晴天的时候,在线处理调蓄池1不进水,此时,下开式堰门6的堰门门板的门顶高度高于排水池内水位的高度。1. When it is sunny, the on-line processing storage tank 1 does not enter the water. At this time, the height of the top of the weir door panel of the bottom opening weir gate 6 is higher than the height of the water level in the drainage tank.
2.当下雨时,集水池2内的第一液位计7监测集水池2内的实时水位不超过控制箱11预设的危险水位,同时自然水体水位因为降雨而上升,所以排水池4内的实时水位会随自然水体水位的上升而上升,此时排水池4内第二液位计8将监测的实时水位信号反馈给控制箱11从而带动下开式堰门6的堰门门板上升,使得堰门门板的顶高始终位于排水池4的实时水位的上端。2. When it rains, the first liquid level gauge 7 in the sump 2 monitors that the real-time water level in the sump 2 does not exceed the dangerous water level preset by the control box 11. At the same time, the water level of the natural water body rises due to rainfall, so the drainage pool 4 The real-time water level will rise with the rise of the water level of the natural water body. At this time, the second liquid level gauge 8 in the drainage pool 4 will feed back the real-time water level signal monitored to the control box 11 so as to drive the weir gate plate of the lower opening weir gate 6 to rise. The top height of the weir gate door plate is always positioned at the upper end of the real-time water level of the drainage pond 4 .
3.当下雨时间过长或者暴雨时,集水池2内的第一液位计7监测集水池2内的实时水位超过控制箱11预设的危险水位时,表明排水区4的水位过高、下开式堰门6的堰门门板上升到极限位置、下开式堰门6处于关闭状态,排水不通畅;此时控制箱11控制排水泵9工作开始强排集水池内的雨水、防止雨水倒灌。3. When the rain time is too long or the rainstorm is too long, the first liquid level gauge 7 in the sump 2 monitors that the real-time water level in the sump 2 exceeds the dangerous water level preset by the control box 11, indicating that the water level in the drainage area 4 is too high, The weir door plate of the bottom-opening weir gate 6 rises to the limit position, the bottom-opening weir gate 6 is in a closed state, and the drainage is not smooth; at this time, the control box 11 controls the drainage pump 9 to work to forcefully drain the rainwater in the sump to prevent rainwater pour back.
4.当发生强降雨在线处理调蓄池来不及处理时,分水廊道14上的水力自动闸门12开启泄洪。4. When heavy rainfall occurs and the on-line processing storage tank is too late to deal with it, the hydraulic automatic gate 12 on the water diversion corridor 14 is opened to discharge the flood.
本发明的下开式堰门在晴天或小雨状态采用重力出水,只有当重力出水来不及的情况在才开启排水泵9实现强排。The bottom-opening weir gate of the present invention adopts gravity water outlet in a sunny day or a light rain state, and only when the gravity water outlet is too late, the drainage pump 9 is turned on to realize strong drainage.
应当理解的是,以上所述,仅为本发明的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本领域的技术人员在本发明所揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本发明的保护范围之内。It should be understood that the above description is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art can easily think of Any changes or substitutions should fall within the protection scope of the present invention.
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Application publication date: 20170510 |