CN209307942U - A water retention basin facility for municipal water utilization river interception system - Google Patents

A water retention basin facility for municipal water utilization river interception system Download PDF

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CN209307942U
CN209307942U CN201822120339.1U CN201822120339U CN209307942U CN 209307942 U CN209307942 U CN 209307942U CN 201822120339 U CN201822120339 U CN 201822120339U CN 209307942 U CN209307942 U CN 209307942U
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water
pool
pipe
tank
water inlet
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贺生杰
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Taiyuan Hongqing Environmental Polytron Technologies Inc
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Taiyuan Hongqing Environmental Polytron Technologies Inc
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Abstract

本实用新型公开了一种市政水利用河流截流系统的拦水池设施,包括拦水池、河流进水总管、大型三通管、第一进水管道、第二进水管道和清水储水池,河流进水总管与大型三通管的进水端相连,大型三通管的第一出水端和第二出水端分别与第一进水管道和第二进水管道相连,分隔墙将拦水池分为左侧水池和右侧水池,第一进水管道和第二进水管道分别与左侧水池右侧水池连通,第一进水管道和第二进水管道上均设有第一水阀,左侧水池与右侧水池均从前到后依次设有第一沉淀槽、粗砂过滤网、第二沉淀槽、中砂过滤网、第三沉淀槽、细沙过滤网,拦水池的后侧壁上对称设有第一出水管。本实用新型不易堵塞,容易清理且清理其中一侧的水池时不会影响河流的正常流通。

The utility model discloses a water retaining pool facility for a municipal water utilization river interception system, comprising a water retaining pool, a river inlet main pipe, a large tee pipe, a first water inlet pipe, a second water inlet pipe and a clean water storage tank, the river enters The main water pipe is connected to the water inlet end of the large three-way pipe, the first water outlet end and the second water outlet end of the large three-way pipe are respectively connected to the first water inlet pipe and the second water inlet pipe, and the partition wall divides the water retention pool into left and right sides. The side pool and the right side pool, the first water inlet pipe and the second water inlet pipe are respectively connected with the left side pool and the right side pool, the first water inlet pipe and the second water inlet pipe are equipped with the first water valve, the left side Both the pool and the pool on the right are provided with the first settling tank, coarse sand filter, second settling tank, medium sand filter, third settling tank, and fine sand filter from front to back. A first water outlet pipe is provided. The utility model is not easy to be blocked, and is easy to clean, and the normal circulation of the river will not be affected when the pool on one side is cleaned.

Description

一种市政水利用河流截流系统的拦水池设施A water retention basin facility for municipal water utilization river interception system

技术领域technical field

本实用新型涉及市政水利设施技术领域,具体为一种市政水利用河流截流系统的拦水池设施。The utility model relates to the technical field of municipal water conservancy facilities, in particular to a water retaining pool facility for a municipal water utilization river interception system.

背景技术Background technique

河流中的水常常携带有一定量的泥沙,在流经涵洞等处时常常会因为携带的泥沙过多造成涵洞的堵塞,过多的泥沙也会对下游的设施造成影响,因为河中的泥沙颗粒大小不一,在过滤时非常容易堵塞过滤设备,且清理时不易清理,并会对河流的正常流通造成影响。The water in the river often carries a certain amount of sediment. When it flows through culverts and other places, it often causes the culvert to be blocked due to the excessive sediment carried. Excessive sediment will also affect the downstream facilities, because the river The size of the sediment particles is different, it is very easy to block the filter equipment when filtering, and it is not easy to clean when cleaning, and it will affect the normal flow of the river.

实用新型内容Utility model content

本实用新型的目的在于提供一种市政水利用河流截流系统的拦水池设施,以解决上述背景技术中提出的问题。The purpose of this utility model is to provide a kind of water retaining pool facility of municipal water utilization river interception system, to solve the problems raised in the above-mentioned background technology.

为实现上述目的,本实用新型提供如下技术方案:In order to achieve the above object, the utility model provides the following technical solutions:

一种市政水利用河流截流系统的拦水池设施,包括拦水池、河流进水总管、大型三通管、第一进水管道、第二进水管道和清水储水池,所述河流进水总管与大型三通管的进水端相连,所述大型三通管的第一出水端与第一进水管道相连,所述大型三通管的第二出水端与第二进水管道相连,所述拦水池的中部设有分隔墙,所述分隔墙将拦水池分为左侧水池和右侧水池,所述第一进水管道与左侧水池相连通,所述第二进水管道与右侧水池相连通,所述第一进水管道和第二进水管道上均设有第一水阀,所述左侧水池与右侧水池的底部均从前到后依次设有第一沉淀槽、第二沉淀槽和第三沉淀槽,所述第一沉淀槽与第二沉淀槽之间设有粗砂过滤网,所述第二沉淀槽和第三沉淀槽之间设有中砂过滤网,所述第三沉淀槽与拦水池的后侧壁之间设有细沙过滤网,所述拦水池的后侧壁上对称设有第一出水管,两个所述第一出水管均与清水储水池连通,所述清水储水池上设有第二出水管。A water retention tank facility for a municipal water utilization river interception system, comprising a water retention tank, a river inlet main pipe, a large tee pipe, a first water inlet pipe, a second water inlet pipe and a clear water storage tank, the river water inlet main pipe and The water inlet end of the large three-way pipe is connected, the first water outlet end of the large three-way pipe is connected with the first water inlet pipe, the second water outlet end of the large three-way pipe is connected with the second water inlet pipe, and the The middle part of the water retaining pool is provided with a partition wall, which divides the water retaining pool into a left pool and a right pool, the first water inlet pipe communicates with the left pool, and the second water inlet pipe communicates with the right side pool. The pools are connected, the first water inlet pipe and the second water inlet pipe are provided with a first water valve, and the bottoms of the left side pool and the right side pool are respectively provided with a first sedimentation tank and a second water tank from front to back. Two settling tanks and the third settling tank, a coarse sand filter screen is provided between the first settling tank and the second settling tank, and a medium sand filter screen is provided between the second settling tank and the third settling tank, so A fine sand filter screen is provided between the third settling tank and the rear side wall of the water retention tank, and the first water outlet pipes are symmetrically arranged on the rear side wall of the water retention tank, and the two first water outlet pipes are connected to the clear water storage tank. The pools are connected, and the clear water storage pool is provided with a second water outlet pipe.

优选的,所述拦水池的左右侧壁上对应第一沉淀槽、第二沉淀槽和第三沉淀槽处均设有排污管,所述排污管上设有第二水阀。Preferably, sewage discharge pipes are provided on the left and right side walls of the water retention tank corresponding to the first sedimentation tank, the second sedimentation tank and the third sedimentation tank, and a second water valve is provided on the sewage discharge pipes.

优选的,所述拦水池的内侧壁上均匀设有喷头,每个所述喷头上均连接有连接管,每个所述连接管均贯穿拦水池的外侧壁。Preferably, sprinklers are uniformly arranged on the inner wall of the water retaining tank, and each of the nozzles is connected with a connecting pipe, and each of the connecting pipes runs through the outer wall of the water retaining tank.

与现有技术相比,本实用新型的市政水利用河流截流系统的拦水池设施的有益效果是:通过粗砂过滤网、中砂过滤网和细沙过滤网层级过滤可使泥沙较均匀地分布在第一沉淀槽、第二沉淀槽和第三沉淀槽内,并且通过三级过滤的方式过滤效果较好,不易出现堵塞过滤网的情况,预置的喷头使本实用新型在清理时更加方便,通过两个水池的设计使本实用新型在进行清理时依然可以正常工作。Compared with the prior art, the beneficial effect of the water retention tank facilities of the municipal water utilization river interception system of the present utility model is that the sediment can be more evenly filtered through the coarse sand filter, the medium sand filter and the fine sand filter. Distributed in the first settling tank, the second settling tank and the third settling tank, and the filtering effect is better through the three-stage filtration, and the filter screen is not easy to be blocked. The preset nozzle makes the utility model more efficient when cleaning. Convenient, the utility model can still work normally when cleaning through the design of two pools.

附图说明Description of drawings

图1为本实用新型的结构俯视示意图;Fig. 1 is the structural top view schematic diagram of the utility model;

图2为图1所示拦水池在A-A处的剖视示意图。Fig. 2 is a schematic cross-sectional view at A-A of the water retaining tank shown in Fig. 1 .

图中:1-拦水池、101-左侧水池、102-右侧水池、2-河流进水总管、3-大型三通管、4-第一进水管道、5-第二进水管道、6-分隔墙、7-第一水阀、8-第一沉淀槽、9-第二沉淀槽、10-第三沉淀槽、11-粗砂过滤网、12-中砂过滤网、13-细沙过滤网、14-第一出水管、15-清水储水池、16-第二出水管、17-排污管、18-第二水阀、19-喷头、20-连接管。In the figure: 1-water blocking pool, 101-left pool, 102-right pool, 2-river water inlet main pipe, 3-large tee pipe, 4-first water inlet pipe, 5-second water inlet pipe, 6-dividing wall, 7-first water valve, 8-first sedimentation tank, 9-second sedimentation tank, 10-third sedimentation tank, 11-coarse sand filter, 12-medium sand filter, 13-fine Sand filter, 14-first water outlet pipe, 15-clear water storage tank, 16-second water outlet pipe, 17-sewage pipe, 18-second water valve, 19-nozzle, 20-connecting pipe.

具体实施方式Detailed ways

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.

请参阅图1-2,本实施例的市政水利用河流截流系统的拦水池设施,包括拦水池1、河流进水总管2、大型三通管3、第一进水管道4、第二进水管道5和清水储水池15,所述河流进水总管与大型三通管的进水端相连,从外部涵洞或者小型河流流入的水经过河流进水总管流至本实施例的市政水利用河流截流系统的拦水池设施内,河流进水总管的管径较大,能够承载突发性的较强降雨,河流进水总管一般采用混凝土水管,混凝土水管的使用寿命长,并且混凝土管的成本低,所述大型三通管的第一出水端与第一进水管道相连,所述大型三通管的第二出水端与第二进水管道相连,通过大型三通管可以将从河流进水总管引入第一进水管道和第二进水管道中,第一进水管道与第二进水管道的管口总面积大于河流进水总管,这样可以使进水更加顺畅,不会出现河流进水管流量过大导致管内的水流通不畅的情况,所述拦水池的中部设有分隔墙6,分隔墙将拦水池分隔成左右互不连通的两部分,所述分隔墙将拦水池分为左侧水池101和右侧水池102,所述第一进水管道与左侧水池相连通,所述第二进水管道与右侧水池相连通,从第一进水管道流入的水进入左侧水池中,从第二进水管道进入的水流入右侧池中,所述第一进水管道和第二进水管道上均设有第一水阀7,通过第一水阀可以控制第一进水管道与第二进水管道的流通情况,从而控制从河流进水总管流入的水的流向,在通常使用时两个第一水阀只会有一个开通,从而使左侧水池与右侧水池中的一个水池内没有水,以方便工作人员对其进行维护与清理,使本实施例的市政水利用河流截流系统的拦水池设施在维护与清理时也可以保持河水的正常流通,从而减少了设备维护带来的影响,在雨量较大,外部河流来水量较大时,同时打开两个第一水阀,此时本实施例的市政水利用河流截流系统的拦水池设施的流量达到最高,以应对强降雨情况,所述左侧水池与右侧水池的底部均从前到后依次设有第一沉淀槽8、第二沉淀槽9和第三沉淀槽10,所述第一沉淀槽与第二沉淀槽之间设有粗砂过滤网11,所述第二沉淀槽和第三沉淀槽之间设有中砂过滤网12,所述第三沉淀槽与拦水池的后侧壁之间设有细沙过滤网13,通过第一沉淀槽、第二沉淀槽和第三沉淀槽可以对河水中的泥沙进行沉淀堆积,河水进入左侧水池或右侧水池时首先经过粗砂过滤网,粗砂过滤网可以过滤河水中的粗砂,过滤后的粗砂沉积在第一沉淀槽内,河水经由粗砂过滤网过滤后再经过中砂过滤网将中等尺寸的沙子过滤掉,中等尺寸的沙子沉淀于第二沉淀槽内,河水经由中砂过滤网过滤后再经过细砂过滤网将细沙过滤掉,被过滤掉的细沙沉淀于第三沉淀槽内,所述拦水池的后侧壁上对称设有第一出水管14,两个所述第一出水管均与清水储水池15连通,所述清水储水池上设有第二出水管16,经过过滤后的河水经过第一出水管流入至清水储水池,再从清水储水池经由第二出水管流出至外部,第二出水管的高度比第一出水管高,所以清水储水池会有河水存留,方便工作人员直接使用过滤后的河水。Please refer to Fig. 1-2, the municipal water of the present embodiment utilizes the water-retaining pond facility of river interception system, comprises water-retaining pond 1, river inlet main pipe 2, large-scale three-way pipe 3, the first water inlet pipe 4, the second water inlet The pipeline 5 and the clear water storage tank 15, the river inlet main pipe is connected with the water inlet end of the large tee pipe, and the water flowing in from the external culvert or small river flows through the river water inlet main pipe to the municipal water of this embodiment and utilizes the river interception In the system's retaining tank facilities, the diameter of the main river inlet pipe is relatively large, which can carry sudden strong rainfall. The main river inlet pipe generally adopts concrete water pipes, which have a long service life and low cost. The first water outlet end of the large-scale three-way pipe is connected with the first water inlet pipe, and the second water outlet end of the large-scale three-way pipe is connected with the second water inlet pipe. Introduced into the first water inlet pipe and the second water inlet pipe, the total area of the mouth of the first water inlet pipe and the second water inlet pipe is larger than the main water inlet pipe of the river, which can make the water inlet more smooth, and there will be no river inlet pipe If the flow rate is too large and the water flow in the pipe is not smooth, the middle part of the water blocking pool is provided with a partition wall 6. The partition wall separates the water blocking pool into two parts that are not connected to each other. The side pool 101 and the right side pool 102, the first water inlet pipe communicates with the left side pool, the second water inlet pipe communicates with the right side pool, and the water flowing in from the first water inlet pipe enters the left side pool In the middle, the water entering from the second water inlet pipe flows into the pool on the right side, and the first water inlet pipe and the second water inlet pipe are provided with a first water valve 7, and the first water inlet valve can be controlled by the first water valve. The flow of the water pipe and the second water inlet pipe, so as to control the flow direction of the water flowing in from the river water inlet main pipe. In normal use, only one of the two first water valves will be opened, so that the left pool and the right pool There is no water in one of the pools, so that it is convenient for the staff to maintain and clean it, so that the municipal water of this embodiment can also maintain the normal flow of river water during maintenance and cleaning by using the water retention pool facilities of the river interception system, thereby reducing the The impact of equipment maintenance, when the rainfall is large and the water flow from the external river is large, the two first water valves are opened at the same time. At this time, the municipal water utilization of the river interception system in this embodiment has the highest flow rate. In response to heavy rainfall, the bottoms of the left and right pools are provided with a first settling tank 8, a second settling tank 9 and a third settling tank 10 from front to back, and the first settling tank and the second settling tank A coarse sand filter screen 11 is provided between the two settling tanks, a medium sand filter screen 12 is provided between the second settling tank and the third settling tank, and a medium sand filter screen 12 is provided between the third settling tank and the rear side wall of the water retention tank. There is a fine sand filter screen 13, through the first settling tank, the second settling tank and the third settling tank, the sediment in the river water can be deposited and accumulated. When the river water enters the left pool or the right pool, it first passes through the coarse sand filter screen, The coarse sand filter can filter the coarse sand in the river water. The filtered coarse sand is deposited in the first sedimentation tank. inch of sand is deposited in the second sedimentation tank, the river water is filtered through the medium sand filter and then filtered through the fine sand filter, and the filtered fine sand is deposited in the third sedimentation tank. The first water outlet pipe 14 is symmetrically arranged on the rear side wall, and the two first water outlet pipes are all connected with the clear water storage tank 15, and the second water outlet pipe 16 is arranged on the clear water storage tank, and the filtered river water passes through the second water outlet pipe. The first water outlet pipe flows into the clean water storage tank, and then flows out from the clean water storage tank to the outside through the second water outlet pipe. The height of the second water outlet pipe is higher than the first water outlet pipe, so the clean water storage tank will have river water, which is convenient for the staff to use directly Filtered river water.

进一步地,所述拦水池的左右侧壁上对应第一沉淀槽、第二沉淀槽和第三沉淀槽处均设有排污管17,所述排污管上设有第二水阀18,通过排污管方便工作人员清理污泥。Further, on the left and right side walls of the water retaining tank, corresponding to the first settling tank, the second settling tank and the third settling tank, a sewage discharge pipe 17 is provided, and a second water valve 18 is provided on the sewage discharge pipe. The pipe is convenient for the staff to clean up the sludge.

进一步地,所述拦水池的内侧壁上均匀设有喷头19,每个所述喷头上均连接有连接管20,每个所述连接管均贯穿拦水池的外侧壁,通过预置的喷头方便工作人员对第一沉淀槽、第二沉淀槽和第三沉淀槽进行冲洗,通过连接管方便工作人员将外部的水源与喷头相连。Further, nozzles 19 are uniformly arranged on the inner side wall of the water retention tank, and each of the nozzles is connected with a connecting pipe 20, and each of the connecting pipes runs through the outer side wall of the water retention tank, and it is convenient to use the preset nozzles. The staff flushes the first sedimentation tank, the second sedimentation tank and the third sedimentation tank, and it is convenient for the staff to connect the external water source to the nozzle through the connecting pipe.

本实施例的市政水利用河流截流系统的拦水池设施的工作原理为:从外部涵洞或者小型河流流入的水经过河流进水总管流至本实施例的市政水利用河流截流系统的拦水池设施内,河流进水总管的管径较大,能够承载突发性的较强降雨,河流进水总管一般采用混凝土水管,混凝土水管的使用寿命长,并且混凝土管的成本低,分隔墙将拦水池分隔成左右互不连通的两部分,从第一进水管道流入的水进入左侧水池中,从第二进水管道进入的水流入右侧池中,通过第一水阀可以控制第一进水管道与第二进水管道的流通情况,从而控制从河流进水总管流入的水的流向,在通常使用时两个第一水阀只会有一个开通,从而使左侧水池与右侧水池中的一个水池内没有水,以方便工作人员对其进行维护与清理,使本实施例的市政水利用河流截流系统的拦水池设施在维护与清理时也可以保持河水的正常流通,从而减少了设备维护带来的影响,在雨量较大,外部河流来水量较大时,同时打开两个第一水阀,此时本实施例的市政水利用河流截流系统的拦水池设施的流量达到最大,以应对强降雨情况,通过第一沉淀槽、第二沉淀槽和第三沉淀槽可以对河水中的泥沙进行沉淀堆积,河水进入左侧水池或右侧水池时首先经过粗砂过滤网,粗砂过滤网可以过滤河水中的粗砂,过滤后的粗砂沉积在第一沉淀槽内,河水经由粗砂过滤网过滤后再经过中砂过滤网将中等尺寸的沙子过滤掉,中等尺寸的沙子沉淀于第二沉淀槽内,河水经由中砂过滤网过滤后再经过细砂过滤网将细沙过滤掉,被过滤掉的细沙沉淀于第三沉淀槽内,经过过滤后的河水经过第一出水管流入至清水池,再从清水池经由第二出水管流出至外部,第二出水管的高度比第一出水管高,所以清水池会有河水存留,方便工作人员直接使用过滤后的河水,通过排污管方便工作人员清理污泥,通过预置的喷头方便工作人员对第一沉淀槽、第二沉淀槽和第三沉淀槽进行冲洗,通过连接管方便工作人员将外部的水源与喷头相连。The working principle of the water retention pond facility of the municipal water utilization river interception system of this embodiment is: the water flowing in from an external culvert or a small river flows into the water retention basin facility of the municipal water utilization river interception system of this embodiment through the river inlet main pipe , the diameter of the river inlet main pipe is large, which can bear sudden strong rainfall. The river inlet main pipe generally adopts concrete water pipes. The service life of the concrete water pipes is long, and the cost of the concrete pipes is low. The water from the first water inlet pipe enters the left pool, and the water from the second water inlet pipe flows into the right pool. The first water inlet can be controlled by the first water valve. Pipeline and the second water inlet pipe, so as to control the flow direction of the water flowing in from the river water inlet main pipe. In normal use, only one of the two first water valves will be opened, so that the left pool and the right pool There is no water in one of the pools, so that it is convenient for the staff to maintain and clean it, so that the municipal water utilization of the river interception system in this embodiment can also maintain the normal flow of river water during maintenance and cleaning, thereby reducing the need for equipment. The impact of maintenance, when the rainfall is large and the inflow of external rivers is large, the two first water valves are opened at the same time. At this time, the municipal water utilization of the river interception system in this embodiment has the maximum flow rate of the water retention pool facilities. In response to heavy rainfall, the sediment in the river water can be deposited and accumulated through the first sedimentation tank, the second sedimentation tank and the third sedimentation tank. When the river water enters the left or right pool, it first passes through the coarse sand filter. The filter screen can filter the coarse sand in the river water, and the filtered coarse sand is deposited in the first settling tank, the river water is filtered through the coarse sand filter, and then the medium-sized sand is filtered out through the medium-sized sand filter, and the medium-sized sand is deposited In the second sedimentation tank, the river water is filtered through the medium sand filter and then filtered through the fine sand filter to filter out the fine sand. The filtered fine sand is deposited in the third sedimentation tank, and the filtered river water passes through the first outlet. The water pipe flows into the clean water pool, and then flows out from the clean water pool to the outside through the second outlet pipe. The height of the second water outlet pipe is higher than the first water outlet pipe, so there will be river water in the clean water pool, which is convenient for the staff to directly use the filtered river water. It is convenient for the staff to clean up the sludge through the sewage pipe, and it is convenient for the staff to wash the first sedimentation tank, the second sedimentation tank and the third sedimentation tank through the preset nozzle, and it is convenient for the staff to connect the external water source to the nozzle through the connecting pipe.

尽管已经示出和描述了本实用新型的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本实用新型的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本实用新型的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes and modifications can be made to these embodiments without departing from the principle and spirit of the present invention , replacements and modifications, the scope of the present utility model is defined by the appended claims and their equivalents.

Claims (3)

1.一种市政水利用河流截流系统的拦水池设施,包括拦水池(1)、河流进水总管(2)、大型三通管(3)、第一进水管道(4)、第二进水管道(5)和清水储水池(15),其特征在于:所述河流进水总管(2)与大型三通管(3)的进水端相连,所述大型三通管(3)的第一出水端与第一进水管道(4)相连,所述大型三通管(3)的第二出水端与第二进水管道(5)相连,所述拦水池(1)的中部设有分隔墙(6),所述分隔墙(6)将拦水池(1)分为左侧水池(101)和右侧水池(102),所述第一进水管道(4)与左侧水池(101)相连通,所述第二进水管道(5)与右侧水池(102)相连通,所述第一进水管道(4)和第二进水管道(5)上均设有第一水阀(7),所述左侧水池(101)与右侧水池(102)的底部均从前到后依次设有第一沉淀槽(8)、第二沉淀槽(9)和第三沉淀槽(10),所述第一沉淀槽(8)与第二沉淀槽(9)之间设有粗砂过滤网(11),所述第二沉淀槽(9)和第三沉淀槽(10)之间设有中砂过滤网(12),所述第三沉淀槽(10)与拦水池(1)的后侧壁之间设有细沙过滤网(13),所述拦水池(1)的后侧壁上对称设有第一出水管(14),两个所述第一出水管(14)均与清水储水池(15)连通,所述清水储水池(15)上设有第二出水管(16)。1. A water retention tank facility for municipal water utilization river interception system, comprising water retention tank (1), river inlet main pipe (2), large tee pipe (3), first water inlet pipe (4), second inlet The water pipeline (5) and the clear water storage tank (15) are characterized in that: the river inlet main pipe (2) is connected to the water inlet end of the large-scale three-way pipe (3), and the water inlet of the large-scale three-way pipe (3) The first water outlet is connected to the first water inlet pipe (4), the second water outlet of the large-scale tee pipe (3) is connected to the second water inlet pipe (5), and the middle part of the water retaining pool (1) is provided There is a partition wall (6), and the partition wall (6) divides the water blocking pool (1) into a left pool (101) and a right pool (102), and the first water inlet pipe (4) is connected to the left pool (101) are connected, and the second water inlet pipe (5) is connected with the right pool (102), and the first water inlet pipe (4) and the second water inlet pipe (5) are provided with the first water inlet pipe (5). A water valve (7), the bottoms of the left side pool (101) and the right side pool (102) are provided with a first settling tank (8), a second settling tank (9) and a third settling tank sequentially from front to back Groove (10), be provided with coarse sand filter screen (11) between described first sedimentation tank (8) and second sedimentation tank (9), described second sedimentation tank (9) and the 3rd sedimentation tank (10 ) is provided with a medium sand filter (12), between the third settling tank (10) and the rear side wall of the retaining tank (1) is provided with a fine sand filter (13), and the retaining tank (1 ) is symmetrically provided with first water outlet pipes (14) on the rear side wall, and the two first water outlet pipes (14) are all communicated with the clear water storage tank (15), and the clear water storage tank (15) is provided with the first Two water outlet pipes (16). 2.根据权利要求1所述的市政水利用河流截流系统的拦水池设施,其特征在于:所述拦水池(1)的左右侧壁上对应第一沉淀槽(8)、第二沉淀槽(9)和第三沉淀槽(10)处均设有排污管(17),所述排污管(17)上设有第二水阀(18)。2. municipal water according to claim 1 utilizes the water retaining tank facility of river interception system, is characterized in that: on the left and right side walls of described water retaining tank (1), corresponding first settling tank (8), second settling tank ( 9) and the third settling tank (10) are provided with a sewage discharge pipe (17), and the sewage discharge pipe (17) is provided with a second water valve (18). 3.根据权利要求1所述的市政水利用河流截流系统的拦水池设施,其特征在于:所述拦水池(1)的内侧壁上均匀设有喷头(19),每个所述喷头(19)上均连接有连接管(20),每个所述连接管(20)均贯穿拦水池(1)的外侧壁。3. The water retaining pool facility of the municipal water utilization river interception system according to claim 1, characterized in that: the inner side wall of the water retaining pool (1) is evenly provided with nozzles (19), each of the nozzles (19) ) are connected with connecting pipes (20), and each of the connecting pipes (20) runs through the outer sidewall of the water retention tank (1).
CN201822120339.1U 2018-12-17 2018-12-17 A water retention basin facility for municipal water utilization river interception system Expired - Fee Related CN209307942U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111330336A (en) * 2020-04-07 2020-06-26 胡小弟 Precipitation filter device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111330336A (en) * 2020-04-07 2020-06-26 胡小弟 Precipitation filter device

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