CN107806153A - A kind of road rain water processing system and control method - Google Patents
A kind of road rain water processing system and control method Download PDFInfo
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- CN107806153A CN107806153A CN201710916391.5A CN201710916391A CN107806153A CN 107806153 A CN107806153 A CN 107806153A CN 201710916391 A CN201710916391 A CN 201710916391A CN 107806153 A CN107806153 A CN 107806153A
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
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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
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/10—Dividing the first rain flush out of the stormwater flow
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Abstract
本发明提供一种道路雨水处理系统,包括市政雨水干管和雨水处理单元,市政雨水干管与自然水体相连,第一分流井进水口位置处为第一分流井前侧,第一分流井第一出水口位置处为第一分流井后侧;第一分流井的进水口与第一分流井前侧的市政雨水干管连通,第一分流井的第一出水口与第一分流井后侧的市政雨水干管连通,截流装置设置在第一分流井的第一出水口处;第一分流井的第二出水口与所述第二分流井的进水口连接,第二分流井的第一出水口与调蓄设施连接;第二分流井的第二出水口与在线处理装置连接。本发明提供的系统能充分净化水体,保证了排入自然水体的水质安全。
The invention provides a road rainwater treatment system, which includes a municipal rainwater main pipe and a rainwater treatment unit. The municipal rainwater main pipe is connected to a natural water body. The position of the first water outlet is the rear side of the first diversion well; the water inlet of the first diversion well is connected with the municipal rainwater main pipe on the front side of the first diversion well, and the first water outlet of the first diversion well is connected with the rear side of the first diversion well. The municipal rainwater main pipe is connected, and the intercepting device is arranged at the first water outlet of the first diversion well; the second water outlet of the first diversion well is connected with the water inlet of the second diversion well, and the first water outlet of the second diversion well The water outlet is connected with the regulation and storage facility; the second water outlet of the second diversion well is connected with the online processing device. The system provided by the invention can fully purify the water body and ensure the safety of the water discharged into the natural water body.
Description
技术领域technical field
本发明涉及水处理技术领域,特别涉及一种道路雨水处理系统与控制方法。The invention relates to the technical field of water treatment, in particular to a road rainwater treatment system and a control method.
背景技术Background technique
在市政道路下面都会有一个市政雨水干管,晴天和降雨时,道路沿线的晴天污水和初雨就会从市政道路旁的雨水口进入市政道路下的雨水干管,然后直接排到自然水体。There will be a municipal rainwater main pipe under the municipal road. When it is sunny and rainy, the sunny sewage and first rain along the road will enter the rainwater main pipe under the municipal road from the rain outlet next to the municipal road, and then be directly discharged to the natural water body.
目前,进入雨水干管的水是没有经过任何处理直接排到了自然水体,这势必会对自然水体造成严重污染,例如,晴天时的错接混接的生活污水会进入雨水干管排到自然水体,污染自然水体;含有大量污染物的初期雨水进入雨水干管不经过任何处理排到自然水体,也严重污染着自然水体。At present, the water entering the rainwater main pipe is directly discharged to the natural water body without any treatment, which will inevitably cause serious pollution to the natural water body. , pollute the natural water body; the initial rainwater containing a large amount of pollutants enters the rainwater main pipe and is discharged to the natural water body without any treatment, which also seriously pollutes the natural water body.
因此,迫切需要一种对进入雨水干管的污水和/或雨水进行处理的系统。Therefore, there is an urgent need for a system for treating sewage and/or rainwater entering the rainwater mains.
发明内容Contents of the invention
为解决上述问题,本发明提供一种道路雨水处理系统,所述系统包括市政雨水干管和雨水处理单元,所述市政雨水干管与自然水体相连,In order to solve the above problems, the present invention provides a road rainwater treatment system, the system includes a municipal rainwater main pipe and a rainwater treatment unit, the municipal rainwater main pipe is connected with a natural water body,
所述雨水处理单元包括第一分流井、第二分流井、截流装置、调蓄设施、在线处理装置和流量控制装置,所述第一分流井设置在所述市政雨水干管上,当所述第一分流井为槽式时,不设置截流装置;The rainwater treatment unit includes a first diversion well, a second diversion well, an intercepting device, a regulation and storage facility, an online processing device and a flow control device. The first diversion well is set on the municipal rainwater main pipe. When the When the first diversion well is a trough type, no interception device is provided;
第一分流井进水口位置处为第一分流井前侧,第一分流井第一出水口位置处为第一分流井后侧;The position of the water inlet of the first diversion well is the front side of the first diversion well, and the position of the first water outlet of the first diversion well is the rear side of the first diversion well;
所述第一分流井的进水口与所述第一分流井前侧的所述市政雨水干管连通,所述第一分流井的第一出水口与所述第一分流井后侧的所述市政雨水干管连通,所述截流装置设置在所述第一分流井的第一出水口处;所述第一分流井的第二出水口与所述第二分流井的进水口连接,所述第二分流井的第一出水口与调蓄设施的进水口连接,调蓄设施的出水口通过污水管道与污水处理厂连接;所述第二分流井的第二出水口与在线处理装置的进水口连接,在线处理装置的出水口与所述第一分流井后侧的所述市政雨水干管连通;The water inlet of the first diversion well communicates with the municipal rainwater main pipe on the front side of the first diversion well, and the first water outlet of the first diversion well communicates with the The municipal rainwater main pipe is connected, and the intercepting device is arranged at the first water outlet of the first diversion well; the second water outlet of the first diversion well is connected with the water inlet of the second diversion well, and the The first water outlet of the second diversion well is connected to the water inlet of the regulation and storage facility, and the water outlet of the regulation and storage facility is connected to the sewage treatment plant through the sewage pipeline; the second water outlet of the second diversion well is connected to the inlet of the online treatment device The water port is connected, and the water outlet of the online treatment device is communicated with the municipal rainwater main pipe on the rear side of the first diversion well;
所述流量控制装置设置在第一分流井的第二出水口处或分别设置在第二分流井的第一出水口处和第二分流井的第二出水口处。The flow control device is arranged at the second water outlet of the first diversion well or respectively arranged at the first water outlet of the second diversion well and the second water outlet of the second diversion well.
根据本发明,所述调蓄设施中的雨水通过重力或泵排方式排至污水处理厂。According to the present invention, the rainwater in the regulation and storage facility is discharged to the sewage treatment plant through gravity or pumping.
根据本发明,所述系统还包括机械泵,所述机械泵用于将调蓄设施中的水输送至污水处理厂。According to the present invention, the system further includes a mechanical pump, which is used to transport the water in the regulation and storage facility to the sewage treatment plant.
根据本发明,所述市政雨水干管布置如上所述的一个或多个雨水处理单元,当设置两个以上的雨水处理单元时,后一雨水处理单元设置在前一雨水处理单元内的在线处理装置的出水口与市政雨水干管的连通处的后方,其间隔距离相同或不同,具体视污染情况而定,例如,间隔距离的具体范围为50-1000m。According to the present invention, the municipal rainwater main pipe is arranged with one or more rainwater treatment units as described above, and when more than two rainwater treatment units are arranged, the latter rainwater treatment unit is provided with online treatment in the previous rainwater treatment unit The distance behind the connection between the water outlet of the device and the municipal rainwater main pipe is the same or different, depending on the pollution situation, for example, the specific range of the distance is 50-1000m.
根据本发明,所述第一分流井和第二分流井可以分别是槽式、堰式、槽堰式、下开式等。According to the present invention, the first diversion well and the second diversion well may be of slot type, weir type, slot and weir type, bottom opening type, etc. respectively.
根据本发明,所述截流装置为在所述第一分流井的第一出水口处设置固定堰;或者水利开关。According to the present invention, the intercepting device is a fixed weir provided at the first water outlet of the first diversion well; or a hydraulic switch.
根据本发明,所述水利开关选自阀门、闸门、拍门或者堰门;优选为球阀、截流拍门、上开式闸门、旋转堰门、水力翻转堰门或下开式堰门。According to the present invention, the hydraulic switch is selected from valves, gates, flap gates or weir gates; preferably ball valves, shut-off flap gates, upward-opening gates, rotary weir gates, hydraulic turning weir gates or bottom-opening weir gates.
本领域技术人员应该理解,所述流量控制装置可以控制流量和介质的通断。Those skilled in the art should understand that the flow control device can control the flow and on-off of the medium.
根据本发明,所述流量控制装置选自闸门、堰门、浮球截流装置、闸阀、蝶阀或球阀、水力旋流恒流装置。According to the present invention, the flow control device is selected from a gate, a weir gate, a floating ball intercepting device, a gate valve, a butterfly valve or a ball valve, and a hydrocyclone constant flow device.
根据本发明,所述调蓄设施为调蓄池或具有下渗功能的调蓄设施。According to the present invention, the regulation and storage facility is a regulation and storage tank or a regulation and storage facility with infiltration function.
本领域技术人员应当理解,所述调蓄设施是具有存储水体的一类设施。Those skilled in the art should understand that the regulation and storage facility is a type of facility with water storage.
优选地,所述具有下渗功能的调蓄设施选自渗透池或雨水模块。Preferably, the regulation and storage facilities with infiltration function are selected from infiltration ponds or rainwater modules.
根据本发明,所述雨水模块是指一种模块式雨水调蓄装置,例如CN205637079U专利文献中描述的模块式雨水调蓄装置,尤其是该说明书实施例以及附图中描述的雨水模块。According to the present invention, the rainwater module refers to a modular rainwater regulation and storage device, such as the modular rainwater regulation and storage device described in CN205637079U patent document, especially the rainwater module described in the embodiment of this specification and the accompanying drawings.
优选地,所述雨水模块包括多个并排布置的呈拱形的调蓄单元、与调蓄单元两端卡接的端盖,以及铺设在调蓄单元底部的砾石层,所述调蓄单元底部的砾石层内设有穿孔管;其中,沿水流方向布置的第一个调蓄单元底部的砾石层上铺设有透水土工布层。Preferably, the rainwater module includes a plurality of arc-shaped regulating and storing units arranged side by side, end caps clamped to both ends of the regulating and storing units, and a gravel layer laid on the bottom of the regulating and storing units, and the bottom of the regulating and storing units A perforated pipe is arranged in the gravel layer; wherein, a permeable geotextile layer is laid on the gravel layer at the bottom of the first regulation and storage unit arranged along the water flow direction.
本发明还提供一种上述道路雨水处理系统的控制方法,所述流量控制装置设置在第一分流井的第二出水口处时,所述控制方法包括:The present invention also provides a control method for the above-mentioned road rainwater treatment system. When the flow control device is arranged at the second water outlet of the first diversion well, the control method includes:
晴天时,设置在第一分流井的第一出水口处的截流装置处于截流状态,或所述第一分流井为槽式时,处于截流状态;设置在第一分流井的第二出水口处的流量控制装置处于开启状态;雨水干管错接混接的生活污水进入第二分流井,经过第二分流井的第一出水口流入调蓄设施,调蓄设施中的生活污水通过重力作用流到污水处理厂进行处理,当水量超过通往污水处理厂的截污管的最大过流量时,生活污水会在调蓄设施中储存,当调蓄设施中的水量达到最大储水量时,生活污水经过第二分流井的第二出水口流入在线处理装置,经在线处理装置处理之后的生活污水再直接排放到雨水干管。When it is sunny, the intercepting device arranged at the first water outlet of the first diversion well is in the intercepting state, or when the first diversion well is a groove type, it is in the intercepting state; it is arranged at the second water outlet of the first diversion well The flow control device of the rainwater main pipe is in the open state; the domestic sewage from the wrong connection of the rainwater main pipe enters the second diversion well, and flows into the regulation and storage facility through the first water outlet of the second diversion well, and the domestic sewage in the regulation and storage facility flows through gravity. To the sewage treatment plant for treatment, when the water volume exceeds the maximum flow rate of the sewage interceptor leading to the sewage treatment plant, the domestic sewage will be stored in the regulation and storage facility, and when the water volume in the regulation and storage facility reaches the maximum water storage capacity, the domestic sewage The second water outlet of the second diversion well flows into the on-line treatment device, and the domestic sewage treated by the on-line treatment device is directly discharged to the rainwater main pipe.
降雨时,设置在第一分流井的第一出水口处的截流装置处于截流状态,或所述第一分流井为槽式时,处于截流状态;设置在第一分流井的第二出水口处的流量控制装置处于开启状态;雨水干管错接混接的生活污水与经市政道路沿线的雨水口进入雨水干管的雨水形成的混合污水进入第二分流井,经过第二分流井的第一出水口流入调蓄设施,调蓄设施中的混合污水通过重力作用流到污水处理厂进行处理,当水量超过通往污水处理厂的截污管的最大过流量时,混合污水会在调蓄设施中储存,当调蓄设施中的水量达到最大储水量时,混合污水经过第二分流井的第二出水口流入在线处理装置,经在线处理装置处理之后的混合污水再直接排放到雨水干管。When it rains, the intercepting device arranged at the first water outlet of the first diversion well is in the intercepting state, or when the first diversion well is a trough type, it is in the intercepting state; it is arranged at the second water outlet of the first diversion well The flow control device of the rainwater main pipe is in the open state; the mixed sewage formed by the misconnection of the rainwater main pipe and the rainwater entering the rainwater main pipe through the rainwater outlet along the municipal road enters the second diversion well, and passes through the first diversion well of the second diversion well. The water outlet flows into the regulation and storage facility, and the mixed sewage in the regulation and storage facility flows to the sewage treatment plant for treatment by gravity. When the water in the regulation and storage facility reaches the maximum water storage capacity, the mixed sewage flows into the online treatment device through the second water outlet of the second diversion well, and the mixed sewage treated by the online treatment device is directly discharged to the rainwater main pipe.
降雨时,当水量超过在线处理装置的最大处理能力时,关闭设置在第一分流井的第二出水口处的流量控制装置,设置在第一分流井的第一出水口处的截流装置处于开启状态,或所述第一分流井为槽式时,当所述混合污水在槽式分流井的液位高度大于槽的高度时,混合污水直接排入自然水体。When it rains, when the water volume exceeds the maximum processing capacity of the online processing device, the flow control device arranged at the second water outlet of the first diversion well is closed, and the intercepting device arranged at the first water outlet of the first diversion well is opened state, or when the first diversion well is of the trough type, when the liquid level of the mixed sewage in the trough diversion well is greater than the height of the tank, the mixed sewage is directly discharged into the natural water body.
根据本发明,当所述系统包括机械泵时,所述控制方法包括:According to the present invention, when the system includes a mechanical pump, the control method includes:
晴天时,设置在第一分流井的第一出水口处的截流装置处于截流状态,或所述第一分流井为槽式时,处于截流状态;设置在第一分流井的第二出水口处的流量控制装置处于开启状态;雨水干管错接混接的生活污水进入第二分流井,经过第二分流井的第一出水口流入调蓄设施,调蓄设施中的生活污水通过机械泵输送到污水处理厂进行处理,当水量超过泵排的最大流量时,生活污水会在调蓄设施中储存,当调蓄设施中的水量达到最大储水量时,生活污水经过第二分流井的第二出水口流入在线处理装置,经在线处理装置处理之后的生活污水再直接排放到雨水干管。When it is sunny, the intercepting device arranged at the first water outlet of the first diversion well is in the intercepting state, or when the first diversion well is a groove type, it is in the intercepting state; it is arranged at the second water outlet of the first diversion well The flow control device of the rainwater main pipe is in the open state; the domestic sewage from the wrong connection of the rainwater main pipe enters the second diversion well, and flows into the regulation and storage facility through the first water outlet of the second diversion well, and the domestic sewage in the regulation and storage facility is transported by a mechanical pump When the water volume exceeds the maximum flow rate of the pump, the domestic sewage will be stored in the storage facilities. When the water volume in the storage facilities reaches the maximum storage volume, the domestic sewage will pass through the second diversion well. The water outlet flows into the on-line treatment device, and the domestic sewage treated by the on-line treatment device is directly discharged to the rainwater main pipe.
本领域技术人员应当理解,生活污水边流入调蓄设施中,边被机械泵送到污水处理厂中,即达到了一种对生活污水进行在线处理的目的,这里的调蓄设施起到了缓冲作用,即使进入到污水处理厂的生活污水的流量保持在污水处理厂的最大处理量范围内。Those skilled in the art should understand that domestic sewage flows into the storage facilities and is mechanically pumped to the sewage treatment plant, which achieves the purpose of on-line treatment of domestic sewage, and the storage facilities here play a buffer role , even if the flow of domestic sewage entering the sewage treatment plant remains within the maximum treatment capacity of the sewage treatment plant.
降雨时,设置在第一分流井的第一出水口处的截流装置处于截流状态,或所述第一分流井为槽式时,处于截流状态;设置在第一分流井的第二出水口处的流量控制装置处于开启状态;雨水干管错接混接的生活污水与经市政道路沿线的雨水口进入雨水干管的雨水形成的混合污水进入第二分流井,经过第二分流井的第一出水口流入调蓄设施,调蓄设施中的混合污水通过机械泵输送到污水处理厂进行处理,当水量超过泵排的最大流量时,混合污水会在调蓄设施中储存,当调蓄设施中的水量达到最大储水量时,混合污水经过第二分流井的第二出水口流入在线处理装置,经在线处理装置处理之后的混合污水再直接排放到雨水干管。When it rains, the intercepting device arranged at the first water outlet of the first diversion well is in the intercepting state, or when the first diversion well is a trough type, it is in the intercepting state; it is arranged at the second water outlet of the first diversion well The flow control device of the rainwater main pipe is in the open state; the mixed sewage formed by the misconnection of the rainwater main pipe and the rainwater entering the rainwater main pipe through the rainwater outlet along the municipal road enters the second diversion well, and passes through the first diversion well of the second diversion well. The water outlet flows into the regulation and storage facility, and the mixed sewage in the regulation and storage facility is transported to the sewage treatment plant for treatment by a mechanical pump. When the water volume exceeds the maximum flow rate of the pump, the mixed sewage will be stored in the regulation and storage facility. When the regulation and storage facility When the amount of water reaches the maximum water storage capacity, the mixed sewage flows into the online treatment device through the second water outlet of the second diversion well, and the mixed sewage treated by the online treatment device is directly discharged to the rainwater main pipe.
降雨时,当水量超过在线处理装置的最大处理能力时,关闭设置在第一分流井的第二出水口处的流量控制装置,设置在第一分流井的第一出水口处的截流装置处于开启状态,或所述第一分流井为槽式时,当所述混合污水在槽式分流井的液位高度大于槽的高度时,混合污水直接排入自然水体。When it rains, when the water volume exceeds the maximum processing capacity of the online processing device, the flow control device arranged at the second water outlet of the first diversion well is closed, and the intercepting device arranged at the first water outlet of the first diversion well is opened state, or when the first diversion well is of the trough type, when the liquid level of the mixed sewage in the trough diversion well is greater than the height of the tank, the mixed sewage is directly discharged into the natural water body.
本发明还提供一种上述道路雨水处理系统的控制方法,所述流量控制装置分别设置在第二分流井的第一出水口处和第二分流井的第二出水口处时,所述设置在第二分流井的第一出水口处的流量控制装置为第一流量控制装置,所述设置在第二分流井的第二出水口处的流量控制装置为第二流量控制装置;所述控制方法包括:The present invention also provides a control method for the above-mentioned road rainwater treatment system. When the flow control device is respectively arranged at the first water outlet of the second diversion well and the second water outlet of the second diversion well, the The flow control device at the first water outlet of the second diversion well is the first flow control device, and the flow control device arranged at the second water outlet of the second diversion well is the second flow control device; the control method include:
晴天时,设置在第一分流井的第一出水口处的截流装置处于截流状态,或所述第一分流井为槽式时,处于截流状态;第一流量控制装置和第二流量控制装置处于开启状态;雨水干管错接混接的生活污水进入第二分流井,经过第二分流井的第一出水口和第一流量控制装置流入调蓄设施,调蓄设施中的生活污水通过重力作用流到污水处理厂进行处理,当水量超过通往污水处理厂的截污管的最大过流量时,生活污水会在调蓄设施中储存,当调蓄设施中的水量达到最大储水量时,关闭第一流量控制装置,生活污水经过第二分流井的第二出水口和第二流量控制装置流入在线处理装置,经在线处理装置处理之后的生活污水再直接排放到雨水干管。On sunny days, the intercepting device arranged at the first water outlet of the first diversion well is in the intercepting state, or when the first diverting well is of groove type, it is in the intercepting state; the first flow control device and the second flow control device are in the In the open state; the domestic sewage from the misconnection and mixed connection of the main rainwater pipe enters the second diversion well, and flows into the regulation and storage facility through the first water outlet of the second diversion well and the first flow control device, and the domestic sewage in the regulation and storage facility passes through gravity It flows to the sewage treatment plant for treatment. When the water volume exceeds the maximum flow rate of the sewage interception pipe leading to the sewage treatment plant, the domestic sewage will be stored in the storage facility. When the water volume in the storage facility reaches the maximum storage capacity, it will be closed. With the first flow control device, the domestic sewage flows into the on-line treatment device through the second water outlet of the second diversion well and the second flow control device, and the domestic sewage treated by the on-line treatment device is directly discharged to the rainwater main pipe.
降雨时,设置在第一分流井的第一出水口处的截流装置处于截流状态,或所述第一分流井为槽式时,处于截流状态;第一流量控制装置和第二流量控制装置处于开启状态;雨水干管错接混接的生活污水与经市政道路沿线的雨水口进入雨水干管的雨水形成的混合污水进入第二分流井,经过第二分流井的第一出水口和第一流量控制装置流入调蓄设施,调蓄设施中的混合污水通过重力作用流到污水处理厂进行处理,当水量超过通往污水处理厂的截污管的最大过流量时,混合污水会在调蓄设施中储存,当调蓄设施中的水量达到最大储水量时,关闭第一流量控制装置,混合污水经过第二分流井的第二出水口和第二流量控制装置流入在线处理装置,经在线处理装置处理之后的混合污水再直接排放到雨水干管。When it rains, the intercepting device arranged at the first water outlet of the first diversion well is in the intercepting state, or when the first diverting well is a trough type, it is in the intercepting state; the first flow control device and the second flow control device are in the Open state; the mixed sewage formed by the misconnection and mixed connection of the rainwater main pipe and the rainwater entering the rainwater main pipe through the rainwater outlet along the municipal road enters the second diversion well, and passes through the first water outlet of the second diversion well and the first outlet of the second diversion well. The flow control device flows into the storage facility, and the mixed sewage in the storage facility flows to the sewage treatment plant for treatment by gravity. When the water volume in the adjustment and storage facility reaches the maximum water storage capacity, the first flow control device is closed, and the mixed sewage flows into the online treatment device through the second water outlet of the second diversion well and the second flow control device, and is processed online. The mixed sewage treated by the device is directly discharged to the rainwater main pipe.
降雨时,当水量超过在线处理装置的最大处理能力时,关闭第二流量控制装置,设置在第一分流井的第一出水口处的截流装置处于开启状态,或所述第一分流井为槽式时,当所述混合污水在槽式分流井的液位高度大于槽的高度时,混合污水直接排入自然水体。When it rains, when the water volume exceeds the maximum processing capacity of the online processing device, the second flow control device is closed, and the intercepting device arranged at the first water outlet of the first diversion well is in an open state, or the first diversion well is a groove In the above formula, when the liquid level height of the mixed sewage in the trough diversion well is greater than the height of the trough, the mixed sewage is directly discharged into the natural water body.
根据本发明,当所述系统包括机械泵时,所述控制方法包括:According to the present invention, when the system includes a mechanical pump, the control method includes:
晴天时,设置在第一分流井的第一出水口处的截流装置处于截流状态,或所述第一分流井为槽式时,处于截流状态;第一流量控制装置和第二流量控制装置处于开启状态;雨水干管错接混接的生活污水进入第二分流井,经过第二分流井的第一出水口和第一流量控制装置流入调蓄设施,调蓄设施中的生活污水通过机械泵输送到污水处理厂进行处理,当水量超过泵排的最大流量时,生活污水会在调蓄设施中储存,当调蓄设施中的水量达到最大储水量时,关闭第一流量控制装置,生活污水经过第二分流井的第二出水口和第二流量控制装置流入在线处理装置,经在线处理装置处理之后的生活污水再直接排放到雨水干管。On sunny days, the intercepting device arranged at the first water outlet of the first diversion well is in the intercepting state, or when the first diverting well is of groove type, it is in the intercepting state; the first flow control device and the second flow control device are in the In the open state; the domestic sewage from the wrong connection of the rainwater main pipe enters the second diversion well, and flows into the regulation and storage facility through the first water outlet of the second diversion well and the first flow control device, and the domestic sewage in the regulation and storage facility passes through the mechanical pump It is transported to the sewage treatment plant for treatment. When the water volume exceeds the maximum flow rate of the pump, the domestic sewage will be stored in the storage facility. When the water volume in the storage facility reaches the maximum storage volume, the first flow control device will be closed, and the domestic sewage will be discharged. After passing through the second water outlet of the second diversion well and the second flow control device, it flows into the on-line treatment device, and the domestic sewage treated by the on-line treatment device is directly discharged to the rainwater main pipe.
本领域技术人员应当理解,生活污水边流入调蓄设施中,边被机械泵送到污水处理厂中,即达到了一种对生活污水进行在线处理的目的,这里的调蓄设施起到了缓冲作用,即使进入到污水处理厂的生活污水的流量保持在污水处理厂的最大处理量范围内。Those skilled in the art should understand that domestic sewage flows into the storage facilities and is mechanically pumped to the sewage treatment plant, which achieves the purpose of on-line treatment of domestic sewage, and the storage facilities here play a buffer role , even if the flow of domestic sewage entering the sewage treatment plant remains within the maximum treatment capacity of the sewage treatment plant.
降雨时,设置在第一分流井的第一出水口处的截流装置处于截流状态,或所述第一分流井为槽式时,处于截流状态;第一流量控制装置和第二流量控制装置处于开启状态;雨水干管错接混接的生活污水与经市政道路沿线的雨水口进入雨水干管的雨水形成的混合污水进入第二分流井,经过第二分流井的第一出水口和第一流量控制装置流入调蓄设施,调蓄设施中的混合污水通过机械泵输送到污水处理厂进行处理,当水量超过泵排的最大流量时,混合污水会在调蓄设施中储存,当调蓄设施中的水量达到最大储水量时,关闭第一流量控制装置,混合污水经过第二分流井的第二出水口和第二流量控制装置流入在线处理装置,经在线处理装置处理之后的混合污水再直接排放到雨水干管。When it rains, the intercepting device arranged at the first water outlet of the first diversion well is in the intercepting state, or when the first diverting well is a trough type, it is in the intercepting state; the first flow control device and the second flow control device are in the Open state; the mixed sewage formed by the misconnection and mixed connection of the rainwater main pipe and the rainwater entering the rainwater main pipe through the rainwater outlet along the municipal road enters the second diversion well, and passes through the first water outlet of the second diversion well and the first outlet of the second diversion well. The flow control device flows into the regulation and storage facility, and the mixed sewage in the regulation and storage facility is transported to the sewage treatment plant for treatment through a mechanical pump. When the water volume exceeds the maximum flow rate of the pump, the mixed sewage will be stored in the regulation and storage facility. When the regulation and storage facility When the water in the tank reaches the maximum water storage capacity, the first flow control device is closed, and the mixed sewage flows into the on-line treatment device through the second water outlet of the second diversion well and the second flow control device, and the mixed sewage after being treated by the on-line treatment device is directly Discharge to stormwater mains.
降雨时,当水量超过在线处理装置的最大处理能力时,关闭第二流量控制装置,设置在第一分流井的第一出水口处的截流装置处于开启状态,或所述第一分流井为槽式时,当所述混合污水在槽式分流井的液位高度大于槽的高度时,混合污水直接排入自然水体。When it rains, when the water volume exceeds the maximum processing capacity of the online processing device, the second flow control device is closed, and the intercepting device arranged at the first water outlet of the first diversion well is in an open state, or the first diversion well is a groove In the above formula, when the liquid level height of the mixed sewage in the trough diversion well is greater than the height of the trough, the mixed sewage is directly discharged into the natural water body.
有益效果:Beneficial effect:
本发明提供一种道路雨水处理系统和控制方法,通过在市政雨水干管上设置雨水处理单元,使得雨水干管错接混接的生活污水和/或经市政道路沿线的雨水口进入雨水干管的雨水经过第一分流井和第二分流井的两次分流后,使雨水干管错接混接的生活污水和/或初雨流入调蓄设施中,污水边流入调蓄设施中,边被机械泵送到污水处理厂进行系统化处理;即达到了一种对污水进行在线处理的目的,并且调蓄设施起到了缓冲作用,即,使进入到污水处理厂的污水的流量保持在污水处理厂的最大处理量范围内。当调蓄设施中的水量达到最大储水量并且水量超过通往污水处理厂的截污管的最大过流量时,污水再流入在线处理装置,经在线处理装置处理之后,再直接排放到雨水干管。使用本发明提供的道路雨水处理系统能够使水体得到充分净化,经过净化后,再排入自然水体,保证了排入自然水体的水质安全。The present invention provides a road rainwater treatment system and a control method. By installing a rainwater treatment unit on the municipal rainwater main pipe, the domestic sewage mixed with the wrong connection of the rainwater main pipe and/or entering the rainwater main pipe through the rainwater outlet along the municipal road After the rainwater has been diverted twice by the first diversion well and the second diversion well, the domestic sewage and/or primary rain mixed with the main rainwater pipe will flow into the regulation and storage facility, and the sewage will flow into the regulation and storage facility while being The mechanical pump is sent to the sewage treatment plant for systematic treatment; that is, the purpose of on-line treatment of sewage is achieved, and the storage facilities play a buffer role, that is, the flow of sewage entering the sewage treatment plant is maintained at the level of sewage treatment within the maximum capacity of the plant. When the water volume in the regulation and storage facility reaches the maximum water storage volume and exceeds the maximum flow rate of the sewage interception pipe leading to the sewage treatment plant, the sewage will flow into the on-line treatment device, and after being treated by the on-line treatment device, it will be directly discharged to the rainwater main pipe . The road rainwater treatment system provided by the invention can fully purify the water body, and then discharge into the natural water body after purification, ensuring the safety of the water quality discharged into the natural water body.
附图说明Description of drawings
图1道路雨水处理系统。Figure 1 Road rainwater treatment system.
其中,1为市政雨水干管,2为自然水体,3为第一分流井,4为第一分流井进水口,5为第一分流井第一出水口,6为第一分流井第二出水口,7为下开式堰门,8为闸门,9为第二分流井,10为第二分流井的第一出水口,11为第二分流井的第二出水口,12为在线处理池,13为调蓄池。Among them, 1 is the municipal rainwater main pipe, 2 is the natural water body, 3 is the first diversion well, 4 is the water inlet of the first diversion well, 5 is the first water outlet of the first diversion well, and 6 is the second outlet of the first diversion well. Water outlet, 7 is the bottom opening weir gate, 8 is the gate, 9 is the second diversion well, 10 is the first water outlet of the second diversion well, 11 is the second water outlet of the second diversion well, and 12 is the online treatment pool , 13 is storage pool.
具体实施方式Detailed ways
下面结合具体实施例,进一步阐述本发明。应理解,这些实施例仅用于说明本发明而不用于限制本发明的保护范围。此外,应理解,在阅读了本发明所公开的内容之后,本领域技术人员可以对本发明作各种改动或修改,这些等价形式同样落于本发明所限定的保护范围之内。Below in conjunction with specific embodiment, further illustrate the present invention. It should be understood that these examples are only used to illustrate the present invention and are not intended to limit the protection scope of the present invention. In addition, it should be understood that after reading the disclosure of the present invention, those skilled in the art may make various changes or modifications to the present invention, and these equivalent forms also fall within the scope of protection defined by the present invention.
实施例1Example 1
如图1所示的道路雨水处理系统,其中,市政雨水干管1与自然水体2相连,第一分流井3设置在市政雨水干管1上,第一分流井3进水口4位置处为第一分流井3前侧,第一分流井3第一出水口5位置处为第一分流3井后侧;The road rainwater treatment system shown in Figure 1, wherein the municipal rainwater main pipe 1 is connected to the natural water body 2, the first diversion well 3 is arranged on the municipal rainwater main pipe 1, and the position of the water inlet 4 of the first diversion well 3 is the first The front side of the first diversion well 3, the position of the first water outlet 5 of the first diversion well 3 is the rear side of the first diversion well 3;
所述第一分流井3的进水口4与所述第一分流井3前侧的所述市政雨水干管1连通,所述第一分流井3的第一出水口5与所述第一分流井3后侧的所述市政雨水干管1连通,所述下开式堰门7设置在所述第一分流井3的第一出水口5处;所述第一分流井3的第二出水口6位于第一分流井3的侧壁上,第一分流井3的第二出水口6与第二分流井9的进水口连接,所述第二分流井9的第一出水口10与调蓄池13的进水口连接,调蓄池13的出水口通过污水管道与污水处理厂连接;所述第二分流井9的第二出水口11与在线处理池12的进水口连接,在线处理池12的出水口与所述第一分流井3后侧的所述市政雨水干管1连通;所述闸门8设置在第一分流井3的第二出水口6处。The water inlet 4 of the first diversion well 3 communicates with the municipal rainwater main pipe 1 on the front side of the first diversion well 3, and the first water outlet 5 of the first diversion well 3 communicates with the first diversion well 3. The municipal rainwater main pipe 1 on the rear side of the well 3 is connected, and the bottom opening weir gate 7 is arranged at the first water outlet 5 of the first diversion well 3; the second outlet of the first diversion well 3 The water outlet 6 is located on the side wall of the first diversion well 3, and the second water outlet 6 of the first diversion well 3 is connected with the water inlet of the second diversion well 9, and the first water outlet 10 of the second diversion well 9 is connected with the regulating valve. The water inlet of the storage tank 13 is connected, and the water outlet of the storage tank 13 is connected with the sewage treatment plant through the sewage pipeline; the second water outlet 11 of the second diversion well 9 is connected with the water inlet of the online treatment pool 12, and the online treatment pool The water outlet of 12 communicates with the municipal rainwater main pipe 1 on the rear side of the first diversion well 3; the gate 8 is set at the second water outlet 6 of the first diversion well 3.
上述雨水处理系统在雨水干管上每间隔50-1000m设置一处。The above-mentioned rainwater treatment system is arranged at intervals of 50-1000m on the rainwater main pipe.
实施例2Example 2
一种实施例1中的道路雨水处理系统的控制方法,所述控制方法包括:A control method of the road rainwater treatment system in Embodiment 1, the control method comprising:
晴天时,设置在第一分流井的第一出水口处的下开式堰门(或闸门)处于截流状态,第一分流井的第二出水口处设置的闸门处于开启状态;雨水干管错接混接的生活污水进入第二分流井,经过第二分流井的第一出水口流入调蓄池,调蓄池中的生活污水通过重力作用流到污水处理厂进行处理,当水量超过通往污水处理厂的截污管的最大过流量时,生活污水会在调蓄池中储存,当调蓄池中的水量达到最大储水量时,生活污水经过第二分流井的第二出水口流入在线处理装置,经在线处理装置处理之后的生活污水再直接排放到雨水干管。On sunny days, the lower opening weir gate (or gate) at the first water outlet of the first diversion well is in an intercepting state, and the gate at the second water outlet of the first diversion well is in an open state; The mixed domestic sewage enters the second diversion well, flows into the storage tank through the first water outlet of the second diversion well, and the domestic sewage in the storage tank flows to the sewage treatment plant for treatment by gravity. When the sewage interception pipe of the sewage treatment plant has the maximum flow rate, the domestic sewage will be stored in the storage tank. When the water volume in the storage tank reaches the maximum water storage capacity, the domestic sewage will flow into the online through the second outlet of the second diversion well. The domestic sewage treated by the online treatment device is directly discharged to the rainwater main pipe.
降雨时,设置在第一分流井的第一出水口处的下开式堰门(或闸门)处于截流状态,第一分流井的第二出水口处设置的闸门处于开启状态;雨水干管错接混接的生活污水与经市政道路沿线的雨水口进入雨水干管的雨水形成的混合污水进入第二分流井,经过第二分流井的第一出水口流入调蓄池,调蓄池中的混合污水通过重力作用流到污水处理厂进行处理,当水量超过通往污水处理厂的截污管的最大过流量时,混合污水会在调蓄池中储存,当调蓄池中的水量达到最大储水量时,混合污水经过第二分流井的第二出水口流入在线处理装置,经在线处理装置处理之后的混合污水再直接排放到雨水干管。When it rains, the lower opening weir gate (or gate) arranged at the first water outlet of the first diversion well is in the intercepting state, and the gate arranged at the second water outlet of the first diversion well is in the open state; The mixed sewage formed by the mixed domestic sewage and the rainwater entering the rainwater main pipe through the rainwater outlet along the municipal road enters the second diversion well, and flows into the storage tank through the first water outlet of the second diversion well. The mixed sewage flows to the sewage treatment plant for treatment by gravity. When the water volume exceeds the maximum flow rate of the sewage interception pipe leading to the sewage treatment plant, the mixed sewage will be stored in the storage tank. When the water volume in the storage tank reaches the maximum When the water is stored, the mixed sewage flows into the online treatment device through the second water outlet of the second diversion well, and the mixed sewage treated by the online treatment device is directly discharged to the rainwater main pipe.
降雨时,当水量超过在线处理装置的最大处理能力时,关闭第一分流井的第二出水口处设置的闸门,雨水干管错接混接的生活污水与经市政道路沿线的雨水口进入雨水干管的雨水形成的混合污水会在第一分流井内存积,造成第一分流井的液位升高,此时,设置在第一分流井的第一出水口处的下开式堰门(或闸门)处于开启状态,混合污水直接排入自然水体。When it rains, when the water volume exceeds the maximum processing capacity of the online treatment device, close the gate at the second water outlet of the first diversion well, and the domestic sewage mixed with the main rainwater pipe will enter the rainwater through the rainwater outlet along the municipal road. The mixed sewage formed by the rainwater of the main pipe will accumulate in the first diversion well, causing the liquid level of the first diversion well to rise. At this time, the lower opening weir gate ( Or gate) is in the open state, and the mixed sewage is directly discharged into the natural water body.
以上,对本发明的实施方式进行了说明。但是,本发明不限定于上述实施方式。凡在本发明的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The embodiments of the present invention have been described above. However, the present invention is not limited to the above-mentioned embodiments. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.
Claims (10)
- A kind of 1. road rain water processing system, it is characterised in that the system includes municipal Storm-water sewer and rainwater treatment unit, The municipal Storm-water sewer is connected with natural water,The rainwater treatment unit includes the first shunting well, the second shunting well, cut-off equipment, facility of regulating and storing, online processing unit And volume control device, first shunting well are arranged on the municipal Storm-water sewer, when first shunting well is slot type When, it is not provided with cut-off equipment;For on front side of the first shunting well, first the first delivery port of shunting well opening position is first point at first shunting well water inlet position Flow on rear side of well;The water inlet of first shunting well connects with the municipal Storm-water sewer on front side of first shunting well, and described first First delivery port of shunting well is connected with the municipal Storm-water sewer on rear side of first shunting well, and the cut-off equipment is set In the first water outlet of first shunting well;Second delivery port of first shunting well enters with second shunting well The mouth of a river is connected, and the first delivery port of second shunting well is connected with the water inlet for facility of regulating and storing, and the delivery port for facility of regulating and storing leads to Sewage conduct is crossed to be connected with sewage treatment plant;Second delivery port of second shunting well connects with the water inlet of online processing unit Connect, the delivery port of online processing unit connects with the municipal Storm-water sewer on rear side of first shunting well;The volume control device is arranged on the second water outlet of the first shunting well or is separately positioned on the of the second shunting well Second water outlet of one water outlet and the second shunting well.
- 2. road rain water processing system according to claim 1, it is characterised in that the rainwater in the facility of regulating and storing passes through Gravity or pump row's mode drain into sewage treatment plant;Preferably, the system also includes mechanical pump, and the mechanical pump is used to the water in facility of regulating and storing being delivered to sewage disposal Factory.
- 3. road rain water processing system according to claim 1 or 2, it is characterised in that the municipal Storm-water sewer arrangement One or more rainwater treatment units as described above, when setting more than two rainwater treatment units, latter rainwater treatment Unit be arranged on the delivery port in line processing unit in previous rainwater treatment unit with after the connectivity part of municipal Storm-water sewer Side, its spacing distance is identical or different, specifically depending on pollution condition, for example, the specific scope of spacing distance is 50-1000m.
- 4. according to the road rain water processing system described in claim any one of 1-3, it is characterised in that first shunting well and Second shunting well can be slot type, weir formula, groove weir formula, bottom-open type respectively;Preferably, the cut-off equipment is the first water outlet setting fixed weir in first shunting well;Or water conservancy is opened Close;Preferably, the water conservancy switch is selected from valve, gate, flap valve or weir gate;Preferably ball valve, the flap valve that dams, upper open type Gate, rotation weir gate, waterpower upset weir gate or bottom-open type weir gate.
- 5. according to the road rain water processing system described in claim any one of 1-4, it is characterised in that the volume control device Selected from gate, weir gate, ball float cut-off equipment, gate valve, butterfly valve or ball valve, hydraulic cyclone constant-current device.
- 6. according to the road rain water processing system described in claim any one of 1-5, it is characterised in that described to regulate and store facility to adjust Reservoir or the facility of regulating and storing that function is oozed under having;Preferably, it is described have under ooze the facility of regulating and storing of function and be selected from osmotic cell or rainwater module;Preferably, the rainwater module refers to a kind of modular rainwater storage device, such as in CN205637079U patent documents Rainwater module described in the modular rainwater storage device of description, especially the specification embodiment and accompanying drawing;Preferably, the rainwater module includes multiple domed units of regulating and storing being arranged side by side and unit both ends clamping of regulating and storing End cap, and be laid on the gravel layer for unit bottom of regulating and storing, perforated pipe be provided with the gravel layer of the unit bottom of regulating and storing;Its In, it is equipped with permeable geotextile layer along the gravel layer of first unit bottom of regulating and storing of water (flow) direction arrangement.
- A kind of 7. control method of the road rain water processing system described in any one of claim 1-6, it is characterised in that the stream When amount control device is arranged on the second water outlet of the first shunting well, the control method includes:During fine day, the cut-off equipment for being arranged on the first water outlet of the first shunting well is in current floe condition, or described first point When stream well is slot type, in current floe condition;Be arranged on the second water outlet of the first shunting well volume control device be in open Open state;The sanitary sewage of Storm-water sewer misconnection hybrid junction enters the second shunting well, by the first delivery port stream of the second shunting well Enter facility of regulating and storing, the sanitary sewage in facility of regulating and storing flows to sewage treatment plant by Action of Gravity Field and handled, when water exceedes Towards sewage treatment plant cut dirty pipe maximum inflow-rate of water turbine when, sanitary sewage can store in facility of regulating and storing, when in facility of regulating and storing Water when reaching maximum moisture storage capacity, sanitary sewage flows into online processing unit, warp by the second delivery port of the second shunting well Sanitary sewage after online processing unit processing is directly discharged to Storm-water sewer again;During rainfall, the cut-off equipment for being arranged on the first water outlet of the first shunting well is in current floe condition, or described first point When stream well is slot type, in current floe condition;Be arranged on the second water outlet of the first shunting well volume control device be in open Open state;The sanitary sewage of Storm-water sewer misconnection hybrid junction and the rainwater shape for entering Storm-water sewer through the inlet for stom water along town road Into combined sewage enter the second shunting well, flow into and regulate and store facility by the first delivery port of the second shunting well, in facility of regulating and storing Combined sewage sewage treatment plant flowed to by Action of Gravity Field handled, cut dirty pipe when water exceedes towards sewage treatment plant Maximum inflow-rate of water turbine when, combined sewage can store in facility of regulating and storing, when the water in facility of regulating and storing reaches maximum moisture storage capacity, Combined sewage flows into online processing unit by the second delivery port of the second shunting well, mixed after being handled through online processing unit Close sewage and be directly discharged to Storm-water sewer again;During rainfall, when water exceedes the maximum processing capability of online processing unit, closing is arranged on the second of the first shunting well The volume control device of water outlet, the cut-off equipment for being arranged on the first water outlet of the first shunting well are in opening, Or first shunting well is when being slot type, when the combined sewage is more than the height of groove in the liquid level of slot type shunting well, Combined sewage is directly discharged into natural water.
- 8. control method according to claim 7, it is characterised in that when the system includes mechanical pump, the control Method includes:During fine day, the cut-off equipment for being arranged on the first water outlet of the first shunting well is in current floe condition, or described first point When stream well is slot type, in current floe condition;Be arranged on the second water outlet of the first shunting well volume control device be in open Open state;The sanitary sewage of Storm-water sewer misconnection hybrid junction enters the second shunting well, by the first delivery port stream of the second shunting well Enter facility of regulating and storing, the sanitary sewage in facility of regulating and storing is pumped into sewage treatment plant by machinery and handled, when water exceedes During the maximum stream flow of pump row, sanitary sewage can store in facility of regulating and storing, when the water in facility of regulating and storing reaches maximum moisture storage capacity When, sanitary sewage flows into online processing unit by the second delivery port of the second shunting well, after being handled through online processing unit Sanitary sewage be directly discharged to Storm-water sewer again;During rainfall, the cut-off equipment for being arranged on the first water outlet of the first shunting well is in current floe condition, or described first point When stream well is slot type, in current floe condition;Be arranged on the second water outlet of the first shunting well volume control device be in open Open state;The sanitary sewage of Storm-water sewer misconnection hybrid junction and the rainwater shape for entering Storm-water sewer through the inlet for stom water along town road Into combined sewage enter the second shunting well, flow into and regulate and store facility by the first delivery port of the second shunting well, in facility of regulating and storing Combined sewage sewage treatment plant be pumped into by machinery handled, when water exceedes the maximum stream flow of pump row, mixing Sewage can store in facility of regulating and storing, and when the water in facility of regulating and storing reaches maximum moisture storage capacity, combined sewage passes through second point The second delivery port for flowing well flows into online processing unit, and the combined sewage after being handled through online processing unit is directly discharged to again Storm-water sewer;During rainfall, when water exceedes the maximum processing capability of online processing unit, closing is arranged on the second of the first shunting well The volume control device of water outlet, the cut-off equipment for being arranged on the first water outlet of the first shunting well are in opening, Or first shunting well is when being slot type, when the combined sewage is more than the height of groove in the liquid level of slot type shunting well, Combined sewage is directly discharged into natural water.
- A kind of 9. control method of the road rain water processing system described in any one of claim 1-6, it is characterised in that the stream Amount control device be separately positioned on the second shunting well the first water outlet and the second shunting well the second water outlet when, it is described The volume control device for being arranged on the first water outlet of the second shunting well is first flow control device, described to be arranged on second The volume control device of second water outlet of shunting well is second flow control device;The control method includes:During fine day, the cut-off equipment for being arranged on the first water outlet of the first shunting well is in current floe condition, or described first point When stream well is slot type, in current floe condition;First flow control device and second flow control device are in opening;Rainwater The sanitary sewage of main misconnection hybrid junction enters the second shunting well, is controlled by the first delivery port and first flow of the second shunting well Device is flowed into and regulated and stored facility, and the sanitary sewage in facility of regulating and storing flows to sewage treatment plant by Action of Gravity Field and handled, and works as water When amount is exceeded towards the maximum inflow-rate of water turbine for cutting dirty pipe of sewage treatment plant, sanitary sewage can store in facility of regulating and storing, when regulating and storing When water in facility reaches maximum moisture storage capacity, first flow control device is closed, sanitary sewage is by the of the second shunting well Two delivery ports and second flow control device flow into online processing unit, and the sanitary sewage after being handled through online processing unit is again It is directly discharged to Storm-water sewer;During rainfall, the cut-off equipment for being arranged on the first water outlet of the first shunting well is in current floe condition, or described first point When stream well is slot type, in current floe condition;First flow control device and second flow control device are in opening;Rainwater The sanitary sewage of main misconnection hybrid junction is dirty with entering the mixing that the rainwater of Storm-water sewer is formed through the inlet for stom water along town road Water enters the second shunting well, flows into facility of regulating and storing by the first delivery port and first flow control device of the second shunting well, adjusts Combined sewage in storage facility flows to sewage treatment plant by Action of Gravity Field and handled, and leads to sewage treatment plant when water exceedes The maximum inflow-rate of water turbine for cutting dirty pipe when, combined sewage can store in facility of regulating and storing, when the water in facility of regulating and storing reaches maximum During moisture storage capacity, first flow control device, second delivery port and second flow control of the combined sewage by the second shunting well are closed Device processed flows into online processing unit, and the combined sewage after being handled through online processing unit is directly discharged to Storm-water sewer again;During rainfall, when water exceedes the maximum processing capability of online processing unit, second flow control device is closed, is arranged on The cut-off equipment of first water outlet of the first shunting well is in opening, or when first shunting well is slot type, works as institute Combined sewage is stated when the liquid level of slot type shunting well is more than the height of groove, combined sewage is directly discharged into natural water.
- 10. control method according to claim 9, it is characterised in that when the system includes mechanical pump, the control Method includes:During fine day, the cut-off equipment for being arranged on the first water outlet of the first shunting well is in current floe condition, or described first point When stream well is slot type, in current floe condition;First flow control device and second flow control device are in opening;Rainwater The sanitary sewage of main misconnection hybrid junction enters the second shunting well, is controlled by the first delivery port and first flow of the second shunting well Device is flowed into and regulated and stored facility, and the sanitary sewage in facility of regulating and storing is pumped into sewage treatment plant by machinery and handled, and works as water When amount exceedes the maximum stream flow of pump row, sanitary sewage can store in facility of regulating and storing, when the water in facility of regulating and storing reaches maximum During moisture storage capacity, first flow control device, second delivery port and second flow control of the sanitary sewage by the second shunting well are closed Device processed flows into online processing unit, and the sanitary sewage after being handled through online processing unit is directly discharged to Storm-water sewer again;During rainfall, the cut-off equipment for being arranged on the first water outlet of the first shunting well is in current floe condition, or described first point When stream well is slot type, in current floe condition;First flow control device and second flow control device are in opening;Rainwater The sanitary sewage of main misconnection hybrid junction is dirty with entering the mixing that the rainwater of Storm-water sewer is formed through the inlet for stom water along town road Water enters the second shunting well, flows into facility of regulating and storing by the first delivery port and first flow control device of the second shunting well, adjusts Combined sewage in storage facility is pumped into sewage treatment plant by machinery and handled, when water exceedes the maximum stream flow of pump row When, combined sewage can store in facility of regulating and storing, and when the water in facility of regulating and storing reaches maximum moisture storage capacity, close first flow Control device, combined sewage flow into online processing dress by the second delivery port and second flow control device of the second shunting well Put, the combined sewage after being handled through online processing unit is directly discharged to Storm-water sewer again;During rainfall, when water exceedes the maximum processing capability of online processing unit, second flow control device is closed, is arranged on The cut-off equipment of first water outlet of the first shunting well is in opening, or when first shunting well is slot type, works as institute Combined sewage is stated when the liquid level of slot type shunting well is more than the height of groove, combined sewage is directly discharged into natural water.
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| CN108775066A (en) * | 2018-07-02 | 2018-11-09 | 常州市排水管理处 | A kind of closure works system |
| CN108842909A (en) * | 2018-09-10 | 2018-11-20 | 北京北排水务设计研究院有限公司 | The rainwater or wastewater disposition precise control device and its control method of a kind of pipeline performance |
| CN109339186A (en) * | 2018-08-28 | 2019-02-15 | 武汉圣禹排水系统有限公司 | Road rain water pneumatically shunts processing system and its control method |
| CN111424793A (en) * | 2020-03-27 | 2020-07-17 | 武汉圣禹排水系统有限公司 | Adjustment and storage equipment and storage device for drainage system |
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| CN109339186A (en) * | 2018-08-28 | 2019-02-15 | 武汉圣禹排水系统有限公司 | Road rain water pneumatically shunts processing system and its control method |
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| CN111424793A (en) * | 2020-03-27 | 2020-07-17 | 武汉圣禹排水系统有限公司 | Adjustment and storage equipment and storage device for drainage system |
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| CN107806153B (en) | 2020-08-21 |
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Address after: No. 509 Weihu Road, Shamao Street, Hannan District, Wuhan City, Hubei Province, 430000 Patentee after: Wuhan Shengyu Smart Ecological Environmental Protection Co.,Ltd. Address before: 430000, No. 189, Minli North Road, Wuhan Economic and Technological Development Zone, Hubei Province Patentee before: WUHAN SHENGYU DRAINAGE SYSTEM Co.,Ltd. |
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Denomination of invention: A Road Rainwater Treatment System and Control Method Effective date of registration: 20230922 Granted publication date: 20200821 Pledgee: Hubei Science and Technology Financing Guarantee Co.,Ltd. Pledgor: Wuhan Shengyu Smart Ecological Environmental Protection Co.,Ltd. Registration number: Y2023980058076 |
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Granted publication date: 20200821 Pledgee: Hubei Science and Technology Financing Guarantee Co.,Ltd. Pledgor: Wuhan Shengyu Smart Ecological Environmental Protection Co.,Ltd. Registration number: Y2023980058076 |
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Denomination of invention: A road rainwater treatment system and control method Granted publication date: 20200821 Pledgee: Hubei Science and Technology Financing Guarantee Co.,Ltd. Pledgor: Wuhan Shengyu Smart Ecological Environmental Protection Co.,Ltd. Registration number: Y2024980045820 |
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Granted publication date: 20200821 Pledgee: Hubei Science and Technology Financing Guarantee Co.,Ltd. Pledgor: Wuhan Shengyu Smart Ecological Environmental Protection Co.,Ltd. Registration number: Y2024980045820 |