CN105442691B - A kind of city river discharge outlet is regulated and stored system with bionical breast-stroke air bag - Google Patents

A kind of city river discharge outlet is regulated and stored system with bionical breast-stroke air bag Download PDF

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CN105442691B
CN105442691B CN201610004232.3A CN201610004232A CN105442691B CN 105442691 B CN105442691 B CN 105442691B CN 201610004232 A CN201610004232 A CN 201610004232A CN 105442691 B CN105442691 B CN 105442691B
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air bag
airbag
storage system
river
regulated
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CN105442691A (en
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魏俊
韩万玉
李宇
严海波
芦超
黄峰
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PowerChina Huadong Engineering Corp Ltd
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/001Methods, systems, or installations for draining-off sewage or storm water into a body of water
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D36/00Filter circuits or combinations of filters with other separating devices
    • B01D36/04Combinations of filters with settling tanks
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06Gully gratings
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/22Adaptations of pumping plants for lifting sewage
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F2201/00Details, devices or methods not otherwise provided for
    • E03F2201/10Dividing the first rain flush out of the stormwater flow

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Revetment (AREA)

Abstract

本发明涉及一种城市河道排水口用仿生蛙式气囊调蓄系统。本发明的目的是旨在将排水口污水调蓄后纳管或就地处理,具有占地少、投资省、施工难度小、运行灵活、适用范围广的优点,可应对雨季大流量污染排水的储存和处理需求。本发明的技术方案是:该系统包括设在河岸上的预处理系统和仿生蛙式气囊调蓄系统,预处理系统依次由设置在排水口的截流井、格栅间隙为20~40mm的粗格栅、格栅间隙为5~10mm的细格栅和沉砂池构成;气囊调蓄系统依次由设置在沉砂池内由液位控制的感应器、空压机、气囊室、收缩在气囊室内的气囊、设置在气囊上的排气阀和与设置在气囊底部的排水管相连的潜污泵构成;仿生蛙式气囊调蓄系统工作时,气囊处于河道水体中。

The invention relates to a bionic frog-type air bag regulation and storage system for urban river outlets. The purpose of the present invention is to store the sewage at the outlet and store it in pipes or treat it on the spot. It has the advantages of less land occupation, less investment, less construction difficulty, flexible operation and wide application range, and can deal with the large flow of polluted drainage in the rainy season. storage and handling needs. The technical solution of the present invention is: the system includes a pretreatment system arranged on the river bank and a bionic frog-type air bag adjustment and storage system. Grille, a fine grid with a grid gap of 5-10mm, and a grit chamber; the air bag regulation and storage system is sequentially composed of a sensor set in the grit chamber and controlled by the liquid level, an air compressor, an air bag room, and a gas bag shrunk in the air bag room. The airbag, the exhaust valve arranged on the airbag and the submersible sewage pump connected with the drainage pipe arranged at the bottom of the airbag; when the bionic frog-type airbag regulation and storage system works, the airbag is in the river water body.

Description

一种城市河道排水口用仿生蛙式气囊调蓄系统A bionic frog-type airbag adjustment and storage system for urban river outlets

技术领域technical field

本发明涉及一种城市河道排水口用仿生蛙式气囊调蓄系统,属于环境工程技术领域,适用于河道水环境改善工程。The invention relates to a bionic frog-type air bag regulation and storage system for urban river outlets, which belongs to the technical field of environmental engineering and is suitable for river water environment improvement projects.

背景技术Background technique

河流污染是点源、面源的共同作用,对于城市河道,无论是点源、还是面源污染,大部分通过排水管道进入河流,归根结底,控制排水口点源污染是关键。根据对一些城市河道水体污染源的分析,沿河的排水口污染占水体污染负荷总量的90%以上。River pollution is the combined effect of point and non-point sources. For urban rivers, whether it is point or non-point source pollution, most of it enters the river through drainage pipes. In the final analysis, controlling point source pollution at outfalls is the key. According to the analysis of water pollution sources in some urban rivers, the pollution of outfalls along rivers accounts for more than 90% of the total water pollution load.

排水口污染来源于污水管道和雨水管道,污水管道排出的主要是未截流的污水及合流制溢流污水,雨水管道排出的主要是地表径流。其中,对于未截流的污水,往往通过沿河铺设截污管道纳管处理,但是,对于合流制溢流污水,由于本身排水体制设计就是合流制,下雨天一定的溢流是允许的,但我国的合流制截流倍数低,溢流水给河道造成了较严重的污染;同时,对地表径流,雨天降雨通过冲刷路面等,也携带了大量的污染物质进入河道,尤其是初期雨水,污染物浓度相当高,往往超出原生污水浓度;可以说,合流制溢流污水和地表径流中的初期雨水,是目前很多城市河道沿河截污后,水体污染的主要来源,也是这些城市河道水质改善和提升的瓶颈。Outfall pollution comes from sewage pipes and rainwater pipes. The discharge of sewage pipes is mainly unintercepted sewage and combined overflow sewage, and the discharge of rainwater pipes is mainly surface runoff. Among them, for the uninterrupted sewage, it is often treated by laying sewage interception pipes along the river. However, for the overflow sewage of the combined system, since the drainage system itself is designed to be the combined system, certain overflow is allowed in rainy days, but in our country The confluence system has a low interception multiple, and the overflow water has caused serious pollution to the river. At the same time, the surface runoff, rain in rainy days scours the road surface, etc., also carries a large amount of pollutants into the river, especially the initial rainwater, the concentration of pollutants is quite high. High, often exceeding the concentration of primary sewage; it can be said that the initial rainwater in the combined overflow sewage and surface runoff is the main source of water pollution in many urban rivers after sewage interception along the river, and it is also the key to the improvement and promotion of water quality in these urban rivers bottleneck.

这两类排水有两个共性的特点:一是水量波动大。受降雨影响,这两类排水口旱季排水量小,雨季排水量剧增。二是源头控制难度大。受城市开发影响,从源头上控制这类污染难度很大,如要削减初期雨水污染,需要采用绿色屋顶、下凹式绿地等低影响开发设施,而对于已建城区,建设难度很大。These two types of drainage have two common characteristics: First, the water volume fluctuates greatly. Affected by rainfall, the discharge of these two types of outfalls is small in the dry season and increases sharply in the rainy season. Second, source control is difficult. Affected by urban development, it is very difficult to control this type of pollution from the source. To reduce initial rainwater pollution, low-impact development facilities such as green roofs and sunken green spaces are required. For established urban areas, construction is very difficult.

针对上述污染源,可以采用“大型调蓄储存+纳管处理或就地处理”或“小型调蓄或不调蓄+大型就地处理设施”两种方式,前者需要的调蓄设施很大,占地面积大,由于河岸带空间有限,施工难度大,造价高;后者虽然减小了调蓄设施,但处理设施规模很大,平时不处理时设施闲置,浪费很大。For the above-mentioned pollution sources, two methods can be adopted: "large-scale storage storage + managed treatment or on-site treatment" or "small-scale storage or no storage + large-scale on-site treatment facilities". The former requires large storage facilities, accounting for The land area is large, and due to the limited space in the river bank, the construction is difficult and the cost is high; although the latter has reduced storage facilities, the scale of the treatment facilities is large, and the facilities are idle when they are not processed, resulting in a lot of waste.

目前,国内外对城市河道排水口调蓄的研究相对较少,且多局限在大型调蓄,存在明显的缺点。At present, there are relatively few studies on regulation and storage of urban river outlets at home and abroad, and most of them are limited to large-scale regulation and storage, which has obvious shortcomings.

发明内容Contents of the invention

本发明要解决的技术问题是:针对上述存在问题,提供一种城市河道排水口用仿生蛙式气囊调蓄系统,将排水口污水调蓄后纳管或就地处理,具有占地少、投资省、施工难度小、运行灵活、适用范围广的优点,可应对雨季大流量污染排水的储存和处理需求。The technical problem to be solved by the present invention is: aiming at the above existing problems, to provide a bionic frog-type air bag regulation and storage system for urban river outlets, which can store the sewage at the outlets and store them in pipes or treat them on the spot, which has the advantages of less land occupation and low investment. The advantages of low cost, low construction difficulty, flexible operation, and wide application range can meet the storage and treatment needs of large-flow polluted drainage in the rainy season.

本发明所采用的技术方案是:一种城市河道排水口用仿生蛙式气囊调蓄系统,其特征在于:该系统包括设在河岸上的预处理系统和仿生蛙式气囊调蓄系统,所述预处理系统依次由设置在排水口的截流井、格栅间隙为20~40mm的粗格栅、格栅间隙为5~10mm的细格栅和沉砂池构成;所述气囊调蓄系统依次由设置在沉砂池内由液位控制的感应器、空压机、气囊室、收缩在气囊室内的气囊、设置在气囊上的排气阀和与设置在气囊底部的排水管相连的潜污泵构成;所述仿生蛙式气囊调蓄系统工作时,气囊处于河道水体中。The technical solution adopted in the present invention is: a bionic frog-type airbag regulation and storage system for urban river outlets, which is characterized in that: the system includes a pretreatment system and a bionic frog-type airbag regulation and storage system arranged on the river bank. The pretreatment system consists of intercepting wells arranged at the discharge outlet, coarse grids with a grid gap of 20-40 mm, fine grids with a grid gap of 5-10 mm, and a grit chamber; the air bag regulation and storage system consists of It is installed in the grit chamber and consists of a sensor for liquid level control, an air compressor, an airbag chamber, an airbag shrunk in the airbag chamber, an exhaust valve installed on the airbag, and a submersible pump connected to the drain pipe installed at the bottom of the airbag ; When the bionic frog-type air bag adjustment and storage system works, the air bag is in the river water body.

所述沉砂池设有大管a和小管b两根出水管道,小管b直接接入市政管网或就地处理系统,大管a接入仿生蛙式气囊调蓄系统,大管a上设置由感应器控制的阀门c。The grit chamber is equipped with two water outlet pipes, the large pipe a and the small pipe b, the small pipe b is directly connected to the municipal pipe network or the on-site treatment system, the large pipe a is connected to the bionic frog-type air bag regulation and storage system, and the large pipe a is set A valve c controlled by a sensor.

所述空压机根据气囊的充气情况及气囊与河道水体液压差的情况间歇运行。The air compressor operates intermittently according to the inflation of the air bag and the hydraulic pressure difference between the air bag and the water body of the river.

所述气囊室由砖砌、钢制、混凝土制作而成。The airbag chamber is made of brick, steel and concrete.

本发明的有益效果是:本发明具有占地少、投资省、施工难度小、运行灵活、适用范围广的优点,尤其适合河岸带空间狭小或已施工河岸带排水口,用于处理合流制溢流水或初期雨水。主要特点是:(1)可以对不同工况下排水口出水进行调控;(2)解决了传统在线调蓄设施占地大,施工难度大等问题;(3)可在线调蓄后将污水纳入市政管网或就地处理,处理规模小。The beneficial effects of the present invention are: the present invention has the advantages of less land occupation, less investment, less construction difficulty, flexible operation, and wide application range, and is especially suitable for riverbanks with narrow spaces or constructed riverbank outlets for treating combined overflows Running water or incipient rain. The main features are: (1) It can regulate the outlet water under different working conditions; (2) It solves the problems that the traditional online regulation and storage facilities occupy a large area and the construction is difficult; (3) After the online regulation and storage, the sewage can be included Municipal pipe network or local treatment, the treatment scale is small.

附图说明Description of drawings

图1为本发明的工艺流程图。Fig. 1 is a process flow diagram of the present invention.

图2为本发明的平面布置图。Figure 2 is a plan view of the present invention.

具体实施方式detailed description

如图1、图2所示,本实施例为一种城市河道排水口用仿生蛙式气囊调蓄系统,由预处理系统、仿生蛙式气囊调蓄系统两部分构成,均建设在河岸12上;预处理系统可以截流大部分合流制溢流水或初期雨水,并对截流污水进行初步处理,去除大颗粒物质和砂砾,保护后续的仿生蛙式气囊调蓄系统;仿生蛙式气囊调蓄系统工作时,气囊处于河道水体11中,不占用河岸12的空间。As shown in Fig. 1 and Fig. 2, the present embodiment is a bionic frog-type airbag regulation and storage system for urban river outlets, which is composed of a pretreatment system and a bionic frog-type airbag regulation and storage system, both of which are built on the river bank 12 ;The pretreatment system can intercept most of the combined system overflow water or initial rainwater, and carry out preliminary treatment on the intercepted sewage, remove large particles and gravel, and protect the subsequent bionic frog airbag storage system; the bionic frog airbag storage system works , the air bag is in the river water body 11 and does not occupy the space of the river bank 12 .

预处理系统依次由截流井1、粗格栅2、细格栅3、沉砂池4构成。The pretreatment system consists of interception well 1, coarse grid 2, fine grid 3, and grit chamber 4 in sequence.

截流井1设置在排水口处,对排水口初期污染严重的水体进行截流,进入气囊调蓄系统,大雨量时,后期的排水溢流排入河道。The interception well 1 is arranged at the outlet, and intercepts the heavily polluted water body at the outlet, and enters the air bag regulation and storage system. When there is heavy rainfall, the later drainage overflow is discharged into the river.

粗格栅2的格栅间隙20~40mm,对截流的污水中大颗粒物质进行截流。The grid gap of the coarse grid 2 is 20-40mm, and intercepts the large particles in the intercepted sewage.

细格栅3的格栅间隙5~10mm,对截流的污水中小颗粒物质进行截流。The fine grid 3 has a grid gap of 5-10mm, and intercepts the small particles in the intercepted sewage.

沉砂池4的设计停留时间为雨季设计流量20s,用于沉淀去除污水中的砂粒。沉砂池中设有大管a和小管b两根出水管道,小管b直接接入市政管网或就地处理系统,用于在排水口流量小时,将沉砂后的出水直接纳管或处理,不进入仿生蛙式气囊调蓄系统;大管a接入仿生蛙式气囊调蓄系统,管上设置阀门c,由感应器5控制,当雨季流量大,沉砂池进水量超出b管输送能力时,阀门c开启,将多余水量导入仿生蛙式气囊调蓄系统进行储存。The designed residence time of the grit chamber 4 is the design flow rate of 20s in the rainy season, which is used for sedimentation and removal of sand particles in the sewage. There are two outlet pipes, the large pipe a and the small pipe b, in the grit chamber. The small pipe b is directly connected to the municipal pipe network or the local treatment system, and is used to directly pipe or treat the effluent after the grit chamber when the flow rate of the outlet is small. , does not enter the bionic frog-type air bag regulation and storage system; the large pipe a is connected to the bionic frog-type air bag regulation and storage system, and the valve c is set on the pipe, which is controlled by the sensor 5. When the flow is large in the rainy season, the water inflow into the grit chamber exceeds the pipe b for delivery When the capacity is high, the valve c is opened, and the excess water is introduced into the bionic frog-type air bag regulation and storage system for storage.

仿生蛙式气囊调蓄系统依次由感应器5、空压机6、气囊室7、气囊8、排气阀9、潜污泵10构成。The bionic frog-type airbag adjustment and storage system consists of an inductor 5, an air compressor 6, an airbag chamber 7, an airbag 8, an exhaust valve 9, and a submersible sewage pump 10.

感应器5设置在沉砂池内,由液位控制,有两种工况:The sensor 5 is set in the grit chamber, controlled by the liquid level, and has two working conditions:

1)水量小时,由于沉砂池4内的大管a由阀门c控制处于关闭状态,沉砂池4进水流量小,进水全部通过小管b导入就地处理系统,沉砂池4水位保持低水位,感应器5没有信号;1) When the water volume is small, since the large pipe a in the grit chamber 4 is in a closed state controlled by the valve c, the inflow flow of the grit chamber 4 is small, and all the incoming water is introduced into the local treatment system through the small pipe b, and the water level of the grit chamber 4 is kept Low water level, sensor 5 has no signal;

2)雨季水量大时,沉砂池4进水流量超出小管b过流能力,沉砂池4水位上升,到一定水位时,感应器4接到预设的水位信号,将沉砂池4内的大管a上的阀门c打开,同时,启动空压机6,开始为气囊8充气,排水口污水进入气囊8进行储存,降雨结束后,潜污泵10将气囊8内储存的污水泵入市政管网或就地处理系统处理。同时,沉砂池4内的大管a上阀门c关闭,气囊8上的排气阀打开,气囊8内污水逐渐减少,气囊8逐渐缩回气囊室7内。2) When the amount of water in the rainy season is large, the flow of water entering the grit chamber 4 exceeds the flow capacity of the small pipe b, and the water level of the grit chamber 4 rises. Open the valve c on the large pipe a, and at the same time, start the air compressor 6 to inflate the air bag 8, and the sewage from the outlet enters the air bag 8 for storage. After the rainfall ends, the submersible sewage pump 10 pumps the sewage stored in the air bag 8 into the Municipal pipe network or on-site treatment system treatment. Simultaneously, the valve c on the large pipe a in the grit chamber 4 is closed, the exhaust valve on the air bag 8 is opened, the sewage in the air bag 8 gradually decreases, and the air bag 8 is retracted in the air bag chamber 7 gradually.

空压机6在沉砂池4的水位上升,感应器5发出信号时启动,为气囊8充气,沉砂池4水位下降,到一定水位后,感应器5发出信号时关闭,运行期间,空压机6根据气囊8充气情况及气囊8与河道水体液压差的情况间歇运行。The air compressor 6 starts when the water level of the grit chamber 4 rises and the sensor 5 sends a signal to inflate the air bag 8, and the water level of the grit chamber 4 drops. After reaching a certain water level, the sensor 5 turns off when the signal is sent. The compressor 6 runs intermittently according to the inflation situation of the air bag 8 and the hydraulic pressure difference between the air bag 8 and the water body of the river.

气囊室7用于储存及保护气囊8的腔体,可由砖砌、钢制、混凝土等制作。The airbag chamber 7 is used to store and protect the cavity of the airbag 8, and can be made of brick, steel, concrete, etc.

本调蓄系统采用仿生原理,仿生青蛙中的雄蛙,其在口角两边各有一对气囊,平时处于收缩状态,当青蛙发声时,气囊鼓出,相当于共鸣箱,使青蛙声带所发出的声音因共鸣而扩大。本调蓄系统构建人工气囊,由具有防刺性能的有机材质制作,平时不充气,不储存污水,气囊8处于收缩状态,储存在气囊室7内,雨季流量大时,感应器5发出信号时,空压机6启动充气,气囊8从气囊室7鼓出,储存污水。本调蓄系统的优点是气囊8平时处于收缩状态,为软质结构,避免了传统调蓄系统硬质结构,占地面积大,建设成本高,施工难度大等缺点。This regulation and storage system adopts the principle of bionics. The male frog in the bionic frog has a pair of air bags on both sides of the mouth, which are usually in a contracted state. Amplified by resonance. This regulation and storage system constructs an artificial airbag, which is made of organic material with anti-stab performance. It is not inflated at ordinary times and does not store sewage. The airbag 8 is in a contracted state and stored in the airbag chamber 7. When the flow rate is large in the rainy season, the sensor 5 sends a signal. , the air compressor 6 starts to inflate, and the air bag 8 bulges out from the air bag chamber 7 to store sewage. The advantage of this regulation and storage system is that the air bag 8 is usually in a contracted state, and it is a soft structure, which avoids the disadvantages of the traditional regulation and storage system, such as the hard structure, large footprint, high construction cost, and difficult construction.

排气阀9设置在气囊上,在气囊8储存污水过程中,根据气压适当开启排气,保持气囊8进水平顺,并在气囊收缩时排出多余气体。The exhaust valve 9 is arranged on the air bag, and during the process of storing sewage in the air bag 8, it is properly opened and exhausted according to the air pressure, so as to keep the water in the air bag 8 smooth, and discharge excess gas when the air bag shrinks.

潜污泵10通过设置在气囊8底部的排水管相连,用于将气囊8内储存的污水提升至污水管网进入污水厂集中处理或进入分散的就地处理系统。由于气囊8的调蓄,系统所配置的潜污泵10可以小型化,在降雨结束后慢慢将气囊中的污水抽出。The submersible sewage pump 10 is connected through the drainage pipe arranged at the bottom of the air bag 8, and is used to lift the sewage stored in the air bag 8 to the sewage pipe network and enter the sewage plant for centralized treatment or into a decentralized on-site treatment system. Due to the adjustment and storage of the air bag 8, the submersible sewage pump 10 configured in the system can be miniaturized, and slowly pump out the sewage in the air bag after the rainfall ends.

本实施例在实际运用中,首先应根据基础资料,厘清不同时间段(旱季、雨季、日间、夜间)排水口流量,及河道水文条件,包括流速、水位、水深等。再进行排水口测量,结合地形图资料,选择预处理系统和气囊调蓄系统的位置与规模,尤其应注意沉砂池4出水管的大小(大管a和小管b),小管b取决于气囊排空时间、旱季污水处理规模、就地处理设施大小;大管a取决于截流井进水流量,气囊调蓄系统规模;大管a的开启通过沉砂池4内的感应器5、大管a上的阀门c得以实现。气囊调蓄系统规模取决于设计降雨雨型、重现期大小、排水口污染物浓度、河道水环境容量、后续处理设施规模等,规模应适度,过小对改善河道水质意义不大,过大增加工程投资,也容易对河道水环境过保护。为避免占用河道防洪断面以及洪水冲刷,气囊系统尽量布置在闸坝控制的城市河道以及河道凹岸。In the actual application of this embodiment, firstly, based on the basic data, the outfall flow in different time periods (dry season, rainy season, daytime, nighttime) and the hydrological conditions of the river, including flow velocity, water level, and water depth, should be clarified. Then measure the outlet, combine the topographic map data, select the location and scale of the pretreatment system and the airbag storage system, especially pay attention to the size of the outlet pipe of the grit chamber 4 (large pipe a and small pipe b), and the small pipe b depends on the airbag Empty time, scale of sewage treatment in dry season, and size of on-site treatment facilities; large pipe a depends on the water flow rate of the interception well and the scale of the airbag storage system; the opening of large pipe a is through the sensor 5 and large pipe in the grit chamber 4 Valve c on a is realized. The scale of the airbag regulation and storage system depends on the design rainfall pattern, the size of the return period, the concentration of pollutants at the outfall, the water environment capacity of the river, and the scale of subsequent treatment facilities. Increased project investment is also likely to over-protect the water environment of the river. In order to avoid occupying the flood control section of the river and flooding, the airbag system should be arranged as far as possible in the urban river and the concave bank of the river controlled by the dam.

Claims (3)

  1. The system 1. a kind of city river discharge outlet is regulated and stored with bionical breast-stroke air bag, it is characterised in that:The system includes being located at riverbank On pretreatment system and bionical breast-stroke air bag regulate and store system, the pretreatment system is successively by being arranged on the Vatch basin of discharge outlet (1) coarse rack (2) that, grid gap is 20~40mm, the fine fack (3) and setting pot (4) structure that grid gap is 5~10mm Into;The air bag regulates and stores system successively by being arranged on the interior inductor (5), air compressor machine (6), gas by Liquid level of setting pot (4) Capsule room (7), the air bag (8) being contracted in gasbag chamber (7), the air bleeding valve (9) being arranged on air bag and with being arranged on air bag bottom The connected submersible sewage pump (10) of drainpipe constitute;The bionical breast-stroke air bag regulate and store system work when, air bag (8) be in urban river water In body (11);
    The setting pot (4) is provided with two outlet conduits of big pipe a and tubule b, and tubule b is directly accessed city planting ductwork or treatment in situ System, big pipe a accesses bionical breast-stroke air bag and regulated and stored system, and the valve c controlled by inductor (5) is set on big pipe a.
  2. The system 2. a kind of city river discharge outlet according to claim 1 is regulated and stored with bionical breast-stroke air bag, it is characterised in that: The air compressor machine (6) is transported according to the inflation situation and air bag (8) of air bag (8) with the situation interval of river water body (11) hydraulic pressure difference OK.
  3. The system 3. a kind of city river discharge outlet according to claim 1 or 2 is regulated and stored with bionical breast-stroke air bag, its feature exists In:The gasbag chamber (7) is formed by brick, steel, concrete for making.
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