CN207436200U - A kind of shunting well with downflow weir and the drainage system including the shunting well - Google Patents
A kind of shunting well with downflow weir and the drainage system including the shunting well Download PDFInfo
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Abstract
Description
技术领域technical field
本实用新型属于排水技术领域,具体涉及一种带有溢流堰的分流井及包括该分流井的排水系统。The utility model belongs to the technical field of drainage, in particular to a diversion well with an overflow weir and a drainage system comprising the diversion well.
背景技术Background technique
当前,城市和建筑群的排水系统主要包括分流制、合流制和混流制,其主要的目的是实现水体的收集、输送和处理。比如,采用一种方式对待所有废水的体制称合流制。它只有一个排水系统,称合流系统,其排水管道称合流管道。采用不同方式对待不同性质的废水的体制称分流制,它一般有两个排水系统。一个可以称为雨水系统,用于收集雨水和污染程度很低的、不经过处理直接排放水体的工业废水,其管道称雨水管道。另一个可以称为污水系统,收集生活污水和需要处理后才能排放的工业废水,其管道称污水管道。混流制是一种介于分流制和合流制之间的体制,其主要是由于在分流制的区域内管路错接、混接等导致部分管道出现了不同性质的废水,即雨水管道或污水管道实际上变成了合流管道。城市的污水管道和合流管道中的废水常统称城市污水。At present, the drainage system of cities and buildings mainly includes diversion system, confluence system and mixed flow system, the main purpose of which is to realize the collection, transportation and treatment of water bodies. For example, a system that treats all wastewater in one way is called combined. It has only one drainage system, called the confluence system, and its drainage pipe is called the confluence pipe. The system that treats different types of wastewater in different ways is called the diversion system, which generally has two drainage systems. One can be called a rainwater system, which is used to collect rainwater and industrial wastewater with a very low pollution level that is directly discharged into the water body without treatment, and its pipeline is called a rainwater pipeline. The other can be called a sewage system, which collects domestic sewage and industrial wastewater that needs to be treated before it can be discharged, and its pipeline is called a sewage pipeline. The mixed flow system is a system between the diversion system and the confluence system. It is mainly due to the misconnection and mixing of pipelines in the area of the diversion system, which leads to the occurrence of different types of wastewater in some pipelines, that is, rainwater pipes or sewage. The pipes actually become confluent pipes. Wastewater in urban sewage pipes and combined pipes is often collectively referred to as urban sewage.
随着现代房屋卫生设备和高层建筑的出现,人口密集,粪便用水流输送,大大增加城市污水的强度;再加上工业发达,工业废水大量增加,城市附近的河流湖泊就出现不能容忍的污染情况。于是增设污水处理厂,并用管道连接各个出水口,把各排水干管中的废水汇集污水处理厂进行处理,形成截流式合流系统。连接出水口并截流废水至污水处理厂的管道称截流管道或截污管道。With the emergence of modern housing sanitation equipment and high-rise buildings, the population is dense, and the excrement is transported by water, which greatly increases the intensity of urban sewage; coupled with the development of industry, the industrial wastewater has increased greatly, and the rivers and lakes near the city have intolerable pollution. . Therefore, a sewage treatment plant was added, and various water outlets were connected with pipes, and the wastewater in each main drainage pipe was collected into the sewage treatment plant for treatment, forming an intercepting confluence system. The pipeline that connects the water outlet and intercepts the waste water to the sewage treatment plant is called the interception pipeline or sewage interception pipeline.
降雨时废水量骤增,如果把所有废水都截留,则截流管道和污水处理厂必然需要很大规模,过分增加工程费用。所以一般将排水干管和截流管相交处的检查井替换为分流井。分流井的构造可以有不同的设计,但是目前的设计并不完善,且针对不同的污水量和雨水量也没有做出改进。旱季时因管中只有污水,分流井可以将污水截住,流往污水管;雨季时将部分雨水与污水截住并流入污水管,其余雨水溢流通过井中堰,继续流向下游。对于雨水和污水的流向,目前的控制方法中多数是采用水位或雨量来控制的,但现有的水位控制法或雨量控制法,对雨水和污水的分流控制并不是很好,从而失去了分流井存在的意义。When it rains, the amount of waste water increases sharply. If all the waste water is intercepted, the interception pipeline and the sewage treatment plant will inevitably need a large scale, which will increase the engineering cost too much. Therefore, the inspection well at the intersection of the main drainage pipe and the interceptor pipe is generally replaced with a shunt well. The structure of the diversion well can have different designs, but the current design is not perfect, and there is no improvement for different sewage and rainwater quantities. In the dry season, there is only sewage in the pipe, and the diversion well can intercept the sewage and flow to the sewage pipe; in the rainy season, part of the rainwater and sewage are intercepted and flow into the sewage pipe, and the rest of the rainwater overflows through the weir in the well and continues to flow downstream. For the flow direction of rainwater and sewage, most of the current control methods use water level or rainfall to control, but the existing water level control method or rainfall control method is not very good for the diversion control of rainwater and sewage, thus losing the diversion The meaning of well existence.
实用新型内容Utility model content
为了解决现有技术的不足,本实用新型提供了一种带有溢流堰的分流井及包括该分流井的排水系统,所述分流井和包括该分流井的排水系统用于雨水和/或污水的截流和分流,通过合理的调控,实现水体的自由排放和合理分流,实现资源的合理配置。所述分流井及包括该分流井的排水系统还具有简易、容易施工、适用范围广泛等优势。In order to solve the deficiencies of the prior art, the utility model provides a diversion well with an overflow weir and a drainage system including the diversion well, the diversion well and the drainage system including the diversion well are used for rainwater and/or The interception and diversion of sewage, through reasonable regulation, realizes the free discharge and rational diversion of water bodies, and realizes the rational allocation of resources. The diversion well and the drainage system including the diversion well also have the advantages of simplicity, easy construction and wide application range.
本实用新型的第一方面是提供一种分流井,所述分流井包括分流井井体;设置于所述分流井井体中的三个开口,分别是入水口、第一出水口和第二出水口;以及设置于所述分流井井体中的溢流堰;The first aspect of the utility model is to provide a diversion well, the diversion well includes a diversion well body; the three openings arranged in the diversion well body are the water inlet, the first water outlet and the second water outlet respectively. a water outlet; and an overflow weir arranged in the well body of the diversion well;
所述溢流堰将分流井井体分为第一井体和第二井体;The overflow weir divides the shunt well body into a first well body and a second well body;
所述入水口和第一出水口位于第一井体中;所述第二出水口位于第二井体中。The water inlet and the first water outlet are located in the first well body; the second water outlet is located in the second well body.
在本实用新型的一个优选实施方式中,本领域技术人员可以理解,所述溢流堰的高度没有具体的限定,不影响该分流井的紧急泄洪即可。In a preferred embodiment of the present invention, those skilled in the art can understand that the height of the overflow weir is not specifically limited, as long as it does not affect the emergency flood discharge of the diversion well.
在本实用新型的一个优选实施方式中,所述溢流堰可以有一个或多个;当所述溢流堰为一个时,其可以是设置于分流井井体底部的固定堰或水力可调堰,也可以是在分流井井体底部开设的沟槽的下游端侧壁;当所述溢流堰为多个时,其可以是在分流井井体底部开设的沟槽的下游端侧壁和设置于分流井井体底部的至少一个固定堰或水力可调堰。In a preferred embodiment of the present utility model, there may be one or more overflow weirs; when there is one overflow weir, it may be a fixed weir or a hydraulically adjustable weir arranged at the bottom of the diversion well body. The weir can also be the downstream side wall of the groove opened at the bottom of the well body of the diversion well; when there are multiple overflow weirs, it can be the side wall of the downstream end of the groove opened at the bottom of the well body of the diversion well And at least one fixed weir or hydraulically adjustable weir arranged at the bottom of the diversion well body.
在本实用新型的一个优选实施方式中,所述固定堰选自现有技术已知的固定堰。In a preferred embodiment of the present invention, the fixed weir is selected from known fixed weirs in the prior art.
在本实用新型的一个优选实施方式中,所述水力可调堰选自现有技术已知的水力可调堰,例如选自水利自动翻转堰。In a preferred embodiment of the present invention, the hydraulically adjustable weir is selected from hydraulically adjustable weirs known in the prior art, such as hydraulic automatic turning weirs.
本实用新型的第二方面是提供一种排水系统,所述排水系统包括上述的分流井。The second aspect of the present utility model is to provide a drainage system, which includes the above-mentioned diversion well.
在本实用新型的一个优选实施方式中,所述排水系统还包括第一水利开关;在靠近所述第一出水口处设置第一水利开关,用于控制通过第一出水口处的过水量。In a preferred embodiment of the present utility model, the drainage system further includes a first water conservancy switch; the first water conservancy switch is provided near the first water outlet for controlling the water passing through the first water outlet.
在本实用新型的一个优选实施方式中,所述排水系统还包括控制系统,所述控制系统包括监测装置和与其信号连接的控制单元;所述控制单元与第一水利开关信号连接;所述监测装置用于监测信号并将监测的信号输送给控制单元,控制单元根据接收的信号控制第一水利开关的开度。In a preferred embodiment of the present invention, the drainage system also includes a control system, the control system includes a monitoring device and a control unit connected to the signal; the control unit is connected to the first hydraulic switch signal; the monitoring The device is used for monitoring the signal and sending the monitored signal to the control unit, and the control unit controls the opening degree of the first hydraulic switch according to the received signal.
在本实用新型的一个优选实施方式中,所述排水系统还包括截污管和出水管;所述第一出水口通过截污管与通往污水处理厂的管路相连;所述第二出水口通过出水管与通往自然水体的管路相连。In a preferred embodiment of the present utility model, the drainage system also includes a sewage intercepting pipe and a water outlet pipe; the first water outlet is connected to the pipeline leading to the sewage treatment plant through the sewage intercepting pipe; the second outlet The water outlet is connected with the pipeline leading to the natural water body through the outlet pipe.
在本实用新型的一个优选实施方式中,所述监测装置包括监测水体液位的装置(例如可以是液位传感器、液位计、液位开关等),监测水体水质的装置(例如可以是水质检测器、在线COD监测仪、在线TSS监测仪、在线BOD监测仪、在线TN监测仪、在线TP监测仪、在线NH3-N监测仪、在线氨氮监测仪、电极、电导率仪等),监测水体总量的装置(例如可以是带有计量功能的电动启闭机等),监测雨量的装置(如雨量计等),监测时间的装置(如计时器等)中的至少一种。In a preferred embodiment of the present invention, the monitoring device includes a device for monitoring the liquid level of the water body (such as a liquid level sensor, a liquid level gauge, a liquid level switch, etc.), a device for monitoring the water quality of the water body (such as a water quality detector, on-line COD monitor, on-line TSS monitor, on-line BOD monitor, on-line TN monitor, on-line TP monitor, on-line NH 3 -N monitor, on-line ammonia nitrogen monitor, electrode, conductivity meter, etc.), monitoring At least one of a device for the total amount of water body (such as an electric hoist with metering function, etc.), a device for monitoring rainfall (such as a rain gauge, etc.), and a device for monitoring time (such as a timer, etc.).
在本实用新型的一个优选实施方式中,所述监测装置根据类型需求可设置在分流井井体内或分流井井体外。例如,监测水体液位的装置和监测水体水质的装置设置在分流井井体内,监测雨量的装置设置在分流井井体外,监测水体总量的装置设置在分流井井体中的水利开关上,监测时间的装置设置在分流井井体内或分流井井体外。In a preferred embodiment of the present utility model, the monitoring device can be arranged inside or outside the diversion well according to type requirements. For example, the device for monitoring the liquid level of the water body and the device for monitoring the water quality of the water body are arranged in the well body of the diversion well, the device for monitoring the rainfall is arranged outside the well body of the diversion well, and the device for monitoring the total amount of the water body is arranged on the hydraulic switch in the well body of the diversion well. The device for monitoring time is arranged in the well body of the diversion well or outside the well of the diversion well.
在本实用新型的一个优选实施方式中,所述第一水利开关选自阀门(球阀、闸阀、刀闸阀、蝶阀、升降式橡胶板截流止回阀等)、闸门(上开式闸门、下开式闸门等)、堰门(上开式堰门、下开式堰门、旋转式堰门等)、拍门(截流拍门等)中的一种。In a preferred embodiment of the present utility model, the first water conservancy switch is selected from valves (ball valves, gate valves, knife gate valves, butterfly valves, lifting rubber plate cut-off check valves, etc.), gates (upper-opening gates, lower-opening gates, etc.) Type gate, etc.), weir gate (up-opening weir gate, bottom-opening weir gate, rotary weir gate, etc.), flap gate (closing flap gate, etc.).
在本实用新型的一个优选实施方式中,所述第一水利开关可以实现最大限流功能,即保证通过所述第一水利开关的流量不会超过设定的流量值。In a preferred embodiment of the present utility model, the first water conservancy switch can realize a maximum flow limiting function, that is, to ensure that the flow passing through the first water conservancy switch will not exceed a set flow value.
在本实用新型的一个优选实施方式中,所述排水系统还包括调蓄设施;所述调蓄设施设置在出水管管路上或设置在从出水管管路分出的支路上。In a preferred embodiment of the present utility model, the drainage system further includes regulation and storage facilities; the regulation and storage facilities are arranged on the outlet pipe or on a branch branched from the outlet pipe.
当所述调蓄设施设置在出水管支路上时,在出水管管路上且在出水管支路分出位置的下游端设置第六水利开关。所述第六水利开关与控制单元信号连接,控制单元根据接收的信号控制第六水利开关的开度。When the regulation and storage facility is arranged on the outlet pipe branch, a sixth water conservancy switch is arranged on the outlet pipe and at the downstream end of the diverging position of the outlet pipe branch. The sixth water conservancy switch is connected to the control unit with signals, and the control unit controls the opening degree of the sixth water conservancy switch according to the received signal.
当所述调蓄设施设置在出水管管路上时,水体流经出水管从调蓄设施的入口端流入调蓄设施进行存储,当调蓄设施的容量达到容纳上限时,水体从调蓄设施的出口端流入出水管下游端。When the regulation and storage facility is set on the outlet pipe, the water flows into the regulation and storage facility from the inlet end of the regulation and storage facility through the outlet pipe for storage. When the capacity of the regulation and storage facility reaches the upper limit, the water flows from the regulation and storage facility The outlet end flows into the downstream end of the outlet pipe.
当所述调蓄设施设置在出水管支路上时;通过调节第六水利开关的开度调整水体的流向;当第六水利开关处于开启状态时,部分水体流经出水管直接排放至通往自然水体的管路,部分水体流经设置在出水管旁的支路进入调蓄设施暂时存储;当第六水利开关处于截流状态时,全部水体流经支路进入调蓄设施暂时存储;当调蓄设施的容量达到容纳上限时,水体全部流经出水管直接排放至通往自然水体的管路。When the regulation and storage facility is set on the branch road of the water outlet pipe; the flow direction of the water body is adjusted by adjusting the opening of the sixth water conservancy switch; For the pipeline of water bodies, part of the water flows through the branch road set next to the outlet pipe and enters the regulation and storage facility for temporary storage; When the capacity of the facility reaches the upper limit, all the water flows through the outlet pipe and is directly discharged to the pipeline leading to the natural water body.
在本实用新型的一个优选实施方式中,所述排水系统还包括在线处理设施;所述在线处理设施设置在出水管上或设置在从出水管管路分出且终端并入出水管管路的支路上;或设置在从出水管管路分出且终端连通自然水体的支路上。In a preferred embodiment of the present utility model, the drainage system also includes on-line treatment facilities; the on-line treatment facilities are set on the outlet pipe or on a branch branched from the outlet pipe and merged into the outlet pipe. on the road; or set up on the branch road branched from the outlet pipe and connected to the natural water body at the terminal.
当所述在线处理设施设置在从出水管管路分出且终端并入出水管管路的支路上时,在出水管管路上且在支路分出和并入的位置之间设置第七水利开关;或者,当所述在线处理设施设置在从出水管管路分出且终端连通自然水体的支路上时,在出水管管路上且在支路分出位置的下游端设置第七水利开关。所述第七水利开关与控制单元信号连接,控制单元根据接收的信号控制第七水利开关的开度。When the online treatment facility is set on a branch branched from the outlet pipe and merged into the outlet pipe at the terminal, a seventh water conservancy switch is set on the outlet pipe and between the branch branch and the merged position or, when the online treatment facility is set on a branch branched from the outlet pipe and connected to a natural water body at the terminal, a seventh hydraulic switch is provided on the outlet pipe and at the downstream end of the branch branch. The seventh water conservancy switch is connected to the control unit with signals, and the control unit controls the opening degree of the seventh water conservancy switch according to the received signal.
当所述在线处理设施设置在出水管管路上;水体流经出水管从在线处理设施的入口端流入在线处理设施,经处理后,从在线处理设施的出口端流入出水管下游端。When the on-line treatment facility is set on the outlet pipe; the water flows into the on-line treatment facility from the inlet end of the on-line treatment facility through the outlet pipe, and flows into the downstream end of the outlet pipe from the outlet end of the on-line treatment facility after being treated.
当所述在线处理设施设置在出水管支路上时,通过调节第七水利开关的开度调整水体的流向;当第七水利开关处于开启状态时,部分水体流经出水管直接排放至通往自然水体的管路中,部分水体流经设置在出水管旁的支路由在线处理设施的入口端进入在线处理设施,经处理后,从在线处理设施的出口端流入出水管下游端或直接排放至通往自然水体的管路;当第七水利开关处于截流状态时,全部水体流经支路由在线处理设施的入口端进入在线处理设施,经处理后,从在线处理设施的出口端流入出水管下游端或直接排放至通往自然水体的管路。When the online treatment facility is set on the outlet pipe branch, the flow direction of the water body is adjusted by adjusting the opening of the seventh water conservancy switch; when the seventh water conservancy switch is in the open state, part of the water body flows through the outlet pipe and is directly discharged to In the pipeline of the water body, part of the water flows through the branch set beside the outlet pipe and enters the online treatment facility from the inlet of the online treatment facility. After treatment, it flows from the outlet of the online treatment facility to the downstream end of the outlet pipe or is directly discharged to the outlet pipe The pipeline to the natural water body; when the seventh water conservancy switch is in the shut-off state, all the water flowing through the branch enters the online treatment facility from the inlet of the online treatment facility, and after treatment, flows from the outlet of the online treatment facility to the downstream end of the outlet pipe Or discharge directly to a pipeline leading to a natural body of water.
所述排水系统包括上述调蓄设施时,其还可以包括一体化处理设施;所述一体化处理设施与调蓄设施的出口端相连,所述一体化处理设施可以处理存储在调蓄设施中的水体。When the drainage system includes the above-mentioned regulation and storage facility, it may also include an integrated treatment facility; the integrated treatment facility is connected to the outlet end of the regulation and storage facility, and the integrated treatment facility can process the Water body.
在本实用新型的一个优选实施方式中,所述第六水利开关和第七水利开关分别独立地选自阀门(球阀、闸阀、刀闸阀、蝶阀、升降式橡胶板截流止回阀等)、闸门(上开式闸门、下开式闸门等)、堰门(上开式堰门、下开式堰门、旋转式堰门等)、拍门(截流拍门等)中的一种。In a preferred embodiment of the present utility model, the sixth water conservancy switch and the seventh water conservancy switch are independently selected from valves (ball valves, gate valves, knife gate valves, butterfly valves, lifting rubber plate cut-off check valves, etc.), gates, etc. One of (top-opening gate, bottom-opening gate, etc.), weir gate (upper-opening weir gate, bottom-opening weir gate, rotary weir gate, etc.), flap gate (closing flap gate, etc.).
在本实用新型的一个优选实施方式中,所述第六水利开关可以实现最大限流功能,即保证通过所述第六水利开关的流量不会超过设定的流量值。In a preferred embodiment of the present utility model, the sixth water conservancy switch can realize a maximum flow limiting function, that is, to ensure that the flow passing through the sixth water conservancy switch will not exceed a set flow value.
在本实用新型的一个优选实施方式中,所述第七水利开关可以实现最大限流功能,即保证通过所述第七水利开关的流量不会超过设定的流量值。In a preferred embodiment of the present utility model, the seventh water conservancy switch can realize a maximum flow limiting function, that is, to ensure that the flow passing through the seventh water conservancy switch will not exceed a set flow value.
在本实用新型的一个优选实施方式中,本领域技术人员可以理解,所述入水口、第一出水口和第二出水口的形状和开口大小没有具体的限定,可以和与其相连的管路或廊道的形状或与其设置的水利开关的形状相匹配即可。例如所述入水口和第一出水口的形状为圆形;所述第二出水口的形状为方形。In a preferred embodiment of the present utility model, those skilled in the art can understand that the shape and opening size of the water inlet, the first water outlet and the second water outlet are not specifically limited, and can be connected with the pipeline or The shape of the corridor or the shape of the water conservancy switch that it is set can match. For example, the shape of the water inlet and the first water outlet is circular; the shape of the second water outlet is square.
在本实用新型的一个优选实施方式中,本领域技术人员可以理解,所述分流井井体的形状没有具体的限定,可以实现对水体的合理排放即可,例如所述分流井井体的形状为方形或圆形。In a preferred embodiment of the present invention, those skilled in the art can understand that the shape of the well body of the diversion well is not specifically limited, as long as it can realize a reasonable discharge of the water body, for example, the shape of the well body of the diversion well be square or round.
在本实用新型的一个优选实施方式中,本领域技术人员可以理解,所述调蓄设施在系统中的数量和排布没有具体的限定,可以是串联或并联的多个调蓄设施;其具体排布方式可以根据使用该系统的区域面积进行合理的排布。所述调蓄设施可以是现有技术已知的调蓄设施,例如包括调蓄池、调蓄箱涵、深隧或浅隧等。In a preferred embodiment of the present utility model, those skilled in the art can understand that the number and arrangement of the storage facilities in the system are not specifically limited, and may be a plurality of storage facilities connected in series or in parallel; The arrangement method can be reasonably arranged according to the area where the system is used. The regulation and storage facilities may be regulation and storage facilities known in the prior art, for example including regulation and storage tanks, regulation and storage box culverts, deep tunnels or shallow tunnels, and the like.
在本实用新型的一个优选实施方式中,本领域技术人员可以理解,所述在线处理设施在系统中的数量和排布没有具体的限定,可以是串联或并联的多个在线处理设施;其具体排布方式可以根据使用该系统的区域面积进行合理的排布。所述在线处理设施可以是现有技术已知的在线处理设施,例如包括生物滤池、在线处理池、絮凝池、斜板沉淀池、沉砂池或人工湿地等。In a preferred embodiment of the present utility model, those skilled in the art can understand that the number and arrangement of the online processing facilities in the system are not specifically limited, and may be multiple online processing facilities connected in series or in parallel; its specific The arrangement method can be reasonably arranged according to the area where the system is used. The on-line treatment facility may be an on-line treatment facility known in the prior art, including, for example, a biological filter, an on-line treatment tank, a flocculation tank, an inclined plate sedimentation tank, a grit chamber, or an artificial wetland.
在本实用新型的一个优选实施方式中,本领域技术人员可以理解,所述一体化处理设施在系统中的数量和排布没有具体的限定,可以是串联或并联的多个一体化处理设施;其具体排布方式可以根据使用该系统的区域面积进行合理的排布。所述一体化处理设施可以是现有技术已知的一体化处理设施,例如包括一体化污水处理站等。In a preferred embodiment of the present utility model, those skilled in the art can understand that the number and arrangement of the integrated treatment facilities in the system are not specifically limited, and may be a plurality of integrated treatment facilities connected in series or in parallel; The specific arrangement method can be reasonably arranged according to the area where the system is used. The integrated treatment facility may be an integrated treatment facility known in the prior art, for example, including an integrated sewage treatment station.
本实用新型的有益效果:The beneficial effects of the utility model:
1)本实用新型的分流井中设置溢流堰,有效阻止流经该分流井的脏水流向下游。1) An overflow weir is arranged in the diversion well of the present utility model to effectively prevent the dirty water flowing through the diversion well from flowing downstream.
2)本实用新型的排水系统包括上述的分流井,具有占地面积小,功能强大等优点,使用少量的土地面积就可以实现雨水和污水的有效分离处理。所述排水系统的使用不受场合的限定,可以适用于排水管网系统中的任一条管网2) The drainage system of the present invention includes the above-mentioned diversion well, which has the advantages of small footprint and powerful functions, and the effective separation of rainwater and sewage can be realized with a small amount of land area. The use of the drainage system is not limited by the occasion, and can be applied to any pipe network in the drainage pipe network system
3)本实用新型的排水系统包括控制系统,在使用过程中无需人为操作,通过控制单元,可以实现水力开关的自动调节,具有灵活多变等特点,减少了大量的人力物力。具体而言,本实用新型的排水系统具有智能排水的效果,通过溢流堰可以有效阻止流经该分流井的脏水流向下游,不仅如此,通过对分流井中水利开关的合理控制实现与分流井连接的管路系统中水体排放的控制,随时调控分流井中的各个水力开关的开度及相关组件的使用,实现水体的顺畅排放,在保证了行洪安全的同时,最大程度的对脏水或初期雨水进行截流至污水处理厂。3) The drainage system of the present invention includes a control system, which does not require manual operation during use, and the automatic adjustment of the hydraulic switch can be realized through the control unit, which has the characteristics of flexibility and change, and reduces a lot of manpower and material resources. Specifically, the drainage system of the present utility model has the effect of intelligent drainage, and the overflow weir can effectively prevent the dirty water flowing through the diversion well from flowing downstream. The control of water discharge in the connected pipeline system, adjust the opening of each hydraulic switch in the diversion well and the use of related components at any time, realize the smooth discharge of water, and ensure the safety of flood discharge while maximizing the protection of dirty water or The initial rainwater will be intercepted and sent to the sewage treatment plant.
3)本实用新型的分流井及排水系统中的第二出水口处还可以连接在线处理设施和/或调蓄设施,以及任选的一体化处理设施;所述在线处理设施和/或调蓄设施,以及任选的一体化处理设施的设置,可以有效解决第四水利开关开启时仍混有的可污染自然水体的脏水,做到彻底地将初期雨水和中后期雨水分流处理。3) The second water outlet in the diversion well and the drainage system of the present utility model can also be connected with online processing facilities and/or regulation and storage facilities, and optional integrated treatment facilities; the online treatment facilities and/or regulation and storage facilities facilities, as well as the optional integrated treatment facilities, can effectively solve the dirty water that can pollute natural water bodies when the fourth water conservancy switch is turned on, so as to completely separate the initial rainwater and the middle and late rainwater.
4)本实用新型的排水系统有效解决了现有技术中截污管无法进行限流、干净的水或后期雨水也会进入截污管输送至污水处理厂的现象。通过合理的控制脏水、初期雨水和中后期雨水的排放途径,最大限度的把脏水截流至污水处理厂,把较干净的水排至自然水体。4) The drainage system of the present utility model effectively solves the phenomenon that in the prior art, the sewage intercepting pipe cannot be limited, and clean water or later rainwater will also enter the sewage intercepting pipe and be transported to the sewage treatment plant. Through reasonable control of the discharge channels of dirty water, initial rainwater and middle and late rainwater, the dirty water can be intercepted to the sewage treatment plant to the greatest extent, and the cleaner water can be discharged to natural water bodies.
附图说明Description of drawings
图1为本实用新型一个优选实施方式中所述的分流井的结构示意图;Fig. 1 is a schematic structural view of a diversion well described in a preferred embodiment of the present invention;
图2为本实用新型一个优选实施方式中所述的分流井的结构示意图;Fig. 2 is a schematic structural view of a diversion well described in a preferred embodiment of the present invention;
图3为本实用新型一个优选实施方式中所述的分流井的结构示意图;Fig. 3 is a schematic structural view of the diversion well described in a preferred embodiment of the present invention;
图4为本实用新型一个优选实施方式中所述的分流井的结构示意图;Fig. 4 is a schematic structural view of the diversion well described in a preferred embodiment of the present invention;
图5为本实用新型一个优选实施方式中所述的分流井的结构示意图;Fig. 5 is a schematic structural view of the diversion well described in a preferred embodiment of the present invention;
图6为本实用新型一个优选实施方式中所述的分流井的结构示意图;Fig. 6 is a schematic structural view of a diversion well described in a preferred embodiment of the present invention;
图7为本实用新型一个优选实施方式中所述的排水系统的结构示意图;Fig. 7 is a schematic structural view of the drainage system described in a preferred embodiment of the present invention;
图8为本实用新型一个优选实施方式中所述的排水系统的结构示意图;Fig. 8 is a schematic structural view of the drainage system described in a preferred embodiment of the present invention;
图9为本实用新型一个优选实施方式中所述的排水系统的结构示意图;Fig. 9 is a schematic structural view of the drainage system described in a preferred embodiment of the present invention;
图10为本实用新型一个优选实施方式中所述的排水系统的结构示意图;Fig. 10 is a schematic structural view of the drainage system described in a preferred embodiment of the present invention;
图11为本实用新型一个优选实施方式中所述的排水系统的结构示意图;Fig. 11 is a schematic structural view of the drainage system described in a preferred embodiment of the present invention;
图12为本实用新型一个优选实施方式中所述的排水系统的结构示意图;Fig. 12 is a schematic structural view of the drainage system described in a preferred embodiment of the present invention;
图13为本实用新型一个优选实施方式中所述的排水系统的结构示意图;Fig. 13 is a schematic structural view of the drainage system described in a preferred embodiment of the present invention;
图14为本实用新型一个优选实施方式中所述的排水系统的结构示意图;Fig. 14 is a schematic structural view of the drainage system described in a preferred embodiment of the present invention;
图15为本实用新型一个优选实施方式中所述的排水系统的结构示意图;Fig. 15 is a schematic structural view of the drainage system described in a preferred embodiment of the present invention;
其中,1-入水口;2-第一出水口;3-第二出水口;4-溢流堰;61-第一溢流堰;62-第二溢流堰;5-第一井体;6-第二井体;7-第一水利开关;8-沟槽;10-进水管;11-出水管;12-截污管;31-调蓄设施;32-第六水利开关;41-在线处理设施;42-第七水利开关;51-一体化处理设施。Among them, 1-water inlet; 2-first water outlet; 3-second water outlet; 4-overflow weir; 61-first overflow weir; 62-second overflow weir; 5-first well body; 6-the second well body; 7-the first water conservancy switch; 8-groove; 10-inlet pipe; 11-outlet pipe; On-line processing facility; 42-the seventh water conservancy switch; 51-integrated processing facility.
具体实施方式Detailed ways
下面结合具体实施例,进一步阐述本实用新型。应理解,这些实施例仅用于说明本实用新型而不用于限制本实用新型的范围。此外,应理解,在阅读了本实用新型所记载的内容之后,本领域技术人员可以对本实用新型作各种改动或修改,这些等价形式同样落于本实用新型所限定的范围。Below in conjunction with specific embodiment, further set forth the utility model. It should be understood that these embodiments are only used to illustrate the present utility model and are not intended to limit the scope of the present utility model. In addition, it should be understood that after reading the contents of the utility model, those skilled in the art can make various changes or modifications to the utility model, and these equivalent forms also fall within the scope of the utility model.
在本实用新型的描述中,需要说明的是,术语“第一”、”第二”、“第六”、“第七”仅用于描述目的,而并非为指示或暗示相对重要性。In the description of the present utility model, it should be noted that the terms "first", "second", "sixth" and "seventh" are only used for descriptive purposes, rather than indicating or implying relative importance.
实施例1Example 1
如图1-2所示,一种分流井(也称堰式分流井),所述分流井包括分流井井体、入水口1、第一出水口2、第二出水口3和溢流堰4;所述溢流堰4设置于分流井井体底部,将分流井井体分为第一井体5和第二井体6;所述入水口1和第一出水口2位于第一井体5中;所述第二出水口3位于第二井体6中。所述溢流堰的高度没有具体的限定,不影响该分流井的紧急泄洪即可。As shown in Figure 1-2, a diversion well (also known as a weir type diversion well), the diversion well includes a diversion well body, a water inlet 1, a first water outlet 2, a second water outlet 3 and an overflow weir 4; the overflow weir 4 is arranged at the bottom of the well body of the diversion well, and the well body of the diversion well is divided into a first well body 5 and a second well body 6; the water inlet 1 and the first water outlet 2 are located in the first well In the body 5; the second water outlet 3 is located in the second well body 6. The height of the overflow weir is not specifically limited, as long as it does not affect the emergency flood discharge of the diversion well.
在本实用新型的一个优选实施方式中,所述溢流堰选自固定堰或水力可调堰。In a preferred embodiment of the present utility model, the overflow weir is selected from a fixed weir or a hydraulically adjustable weir.
所述固定堰选自现有技术已知的一种固定堰;所述水力可调堰选自现有技术已知的一种水力可调堰,例如选自水利自动翻转堰。The fixed weir is selected from a fixed weir known in the prior art; the hydraulically adjustable weir is selected from a hydraulically adjustable weir known in the prior art, such as a hydraulic automatic turning weir.
如图2所示,当第一井体5中的液位,即上游水位高度高于溢流堰的高度时,水体将溢流通过溢流堰4,进入第二井体6中,下游水位明显降低,进而排向第二出水口3。As shown in Figure 2, when the liquid level in the first well body 5, that is, the upstream water level is higher than the height of the overflow weir, the water body will overflow through the overflow weir 4 and enter the second well body 6, and the downstream water level Significantly lower, and then discharged to the second water outlet 3.
实施例2Example 2
如图3-4所示,一种分流井(也称槽式分流井),所述分流井包括分流井井体、入水口1、第一出水口2、第二出水口3和溢流堰4;在分流井井体靠近入水口1一侧的底部开设有沟槽8,所述沟槽8的下游端侧壁为所述溢流堰4;所述溢流堰4将分流井井体分为第一井体5和第二井体6;所述入水口1位于第一井体5中;所述第一出水口2位于第一井体5的沟槽8中;所述第二出水口3位于第二井体6中。所述溢流堰的高度、即沟槽的深度没有具体的限定,不影响该分流井的紧急泄洪即可。As shown in Figure 3-4, a diversion well (also known as a trough diversion well), the diversion well includes a diversion well body, a water inlet 1, a first water outlet 2, a second water outlet 3 and an overflow weir 4. A groove 8 is provided at the bottom of the side of the diversion well body close to the water inlet 1, and the side wall of the downstream end of the groove 8 is the overflow weir 4; the overflow weir 4 divides the diversion well body Divided into a first well body 5 and a second well body 6; the water inlet 1 is located in the first well body 5; the first water outlet 2 is located in the groove 8 of the first well body 5; the second The water outlet 3 is located in the second well body 6 . The height of the overflow weir, that is, the depth of the groove is not specifically limited, as long as it does not affect the emergency flood discharge of the diversion well.
如图4所示,当第一井体5中的液位,即上游水位高度高于沟槽8的下游端侧壁的高度时,水体将溢流通过该溢流堰4,进入第二井体6中,下游水位明显降低,进而排向第二出水口3。As shown in Figure 4, when the liquid level in the first well body 5, that is, the upstream water level height is higher than the height of the downstream side wall of the groove 8, the water body will overflow through the overflow weir 4 and enter the second well In the body 6, the downstream water level is obviously lowered, and then discharged to the second water outlet 3.
实施例3Example 3
如图5-6所示,一种分流井(也称槽堰式分流井),所述分流井包括分流井井体、入水口1、第一出水口2、第二出水口3和两个溢流堰;在分流井井体靠近入水口1一侧的底部开设有沟槽8,所述沟槽8的下游端侧壁为第一溢流堰61,在沟槽8的后侧的分流井井体底部设置第二溢流堰62,所述第二溢流堰62将分流井井体分为第一井体5和第二井体6;所述入水口1位于第一井体5中;所述第一出水口2位于所述沟槽8中;所述第二出水口3位于第二井体6中。所述沟槽8的高度(即第一溢流堰61的高度)和第二溢流堰62的高度没有具体的限定,不影响该分流井的紧急泄洪即可。As shown in Figures 5-6, a diversion well (also known as a slot-weir diversion well), the diversion well includes a diversion well body, a water inlet 1, a first water outlet 2, a second water outlet 3 and two Overflow weir; a groove 8 is provided at the bottom of the diversion well body close to the water inlet 1, and the side wall of the downstream end of the groove 8 is the first overflow weir 61, and the diversion at the rear side of the groove 8 A second overflow weir 62 is arranged at the bottom of the well body, and the second overflow weir 62 divides the diversion well body into the first well body 5 and the second well body 6; the water inlet 1 is located at the first well body 5 The first water outlet 2 is located in the groove 8 ; the second water outlet 3 is located in the second well body 6 . The height of the trench 8 (that is, the height of the first overflow weir 61 ) and the height of the second overflow weir 62 are not specifically limited, as long as they do not affect the emergency flood discharge of the diversion well.
在本实用新型的一个优选实施方式中,所述第二溢流堰选自固定堰或水力可调堰。In a preferred embodiment of the present utility model, the second overflow weir is selected from a fixed weir or a hydraulically adjustable weir.
所述固定堰选自现有技术已知的一种固定堰;所述水力可调堰选自现有技术已知的一种水力可调堰,例如选自水利自动翻转堰。The fixed weir is selected from a fixed weir known in the prior art; the hydraulically adjustable weir is selected from a hydraulically adjustable weir known in the prior art, such as a hydraulic automatic turning weir.
如图6所示,当第一井体5中的液位,即上游水位高度高于第一溢流堰61和第二溢流堰62的高度时,水体将溢流通过第二溢流堰62,进入第二井体6中,下游水位明显降低,进而排向第二出水口3。As shown in Figure 6, when the liquid level in the first well body 5, that is, the upstream water level is higher than the height of the first overflow weir 61 and the second overflow weir 62, the water body will overflow through the second overflow weir 62, into the second well body 6, the downstream water level is significantly lowered, and then discharged to the second water outlet 3.
实施例4Example 4
一种排水系统,所述排水系统包括实施例1-3中的一种分流井,分别如图7-9所示;A drainage system, the drainage system comprising a diversion well in Embodiment 1-3, as shown in Figures 7-9 respectively;
所述排水系统还包括第一水利开关7;在靠近所述第一出水口处2设置第一水利开关7,用于控制通过第一出水口处2的过水量;The drainage system also includes a first water conservancy switch 7; a first water conservancy switch 7 is provided near the first water outlet 2 for controlling the amount of water passing through the first water outlet 2;
所述第一水利开关选自阀门(球阀、闸阀、刀闸阀、蝶阀、升降式橡胶板截流止回阀等)、闸门(上开式闸门、下开式闸门等)、堰门(上开式堰门、下开式堰门、旋转式堰门等)、拍门(截流拍门等)中的一种;所述第一水利开关可以实现最大限流功能,即保证通过截污管的流量不会超过设定的流量值。The first water conservancy switch is selected from valves (ball valves, gate valves, knife gate valves, butterfly valves, lift-type rubber plate cut-off check valves, etc.), gates (upper-opening gates, bottom-opening gates, etc.), weir gates (upper-opening gates, etc.) Weir gate, bottom-opening weir gate, rotary weir gate, etc.), flap gate (cut-off flap gate, etc.); the first water conservancy switch can realize the maximum flow limiting function, that is, ensure the flow rate through the sewage intercepting pipe Will not exceed the set flow value.
所述排水系统还包括控制系统,所述控制系统(未示出)包括监测装置和控制单元;所述监测装置与控制单元信号连接,所述控制单元与第一水利开关信号连接;所述监测装置监测的信号输送到控制单元,控制单元接收信号并控制第一水利开关的开度。The drainage system also includes a control system, and the control system (not shown) includes a monitoring device and a control unit; the monitoring device is connected to the control unit with a signal, and the control unit is connected to the first hydraulic switch; the monitoring The signal monitored by the device is sent to the control unit, and the control unit receives the signal and controls the opening degree of the first hydraulic switch.
所述排水系统还包括截污管12(图10-15所示)、出水管11;所述第一出水口2通过截污管与通往污水处理厂的管路相连;所述第二出水口3通过出水管11与通往自然水体的管路相连;The drainage system also includes a sewage intercepting pipe 12 (shown in Figures 10-15) and an outlet pipe 11; the first water outlet 2 is connected to the pipeline leading to the sewage treatment plant through the sewage intercepting pipe; the second outlet The water outlet 3 is connected to the pipeline leading to the natural water body through the outlet pipe 11;
所述排水系统还包括进水管,所述入水口1通过进水管10与上游水体相连;The drainage system also includes a water inlet pipe, and the water inlet 1 is connected to the upstream water body through the water inlet pipe 10;
在本实用新型的一个优选实施方式中,所述监测装置包括监测水体液位的装置(例如可以是液位传感器、液位计、液位开关等),监测水体水质的装置(例如可以是水质检测器、在线COD监测仪、在线TSS监测仪、在线BOD监测仪、在线TN监测仪、在线TP监测仪、在线NH3-N监测仪、在线氨氮监测仪、电极、电导率仪等),监测水体总量的装置(例如可以是带有计量功能的电动启闭机等),监测雨量的装置(如雨量计等),监测时间的装置(如计时器等)中的至少一种。In a preferred embodiment of the present invention, the monitoring device includes a device for monitoring the liquid level of the water body (such as a liquid level sensor, a liquid level gauge, a liquid level switch, etc.), a device for monitoring the water quality of the water body (such as a water quality detector, on-line COD monitor, on-line TSS monitor, on-line BOD monitor, on-line TN monitor, on-line TP monitor, on-line NH 3 -N monitor, on-line ammonia nitrogen monitor, electrode, conductivity meter, etc.), monitoring At least one of a device for the total amount of water body (such as an electric hoist with metering function, etc.), a device for monitoring rainfall (such as a rain gauge, etc.), and a device for monitoring time (such as a timer, etc.).
在本实用新型的一个优选实施方式中,所述监测装置根据类型需求可设置在分流井井体内或分流井井体外。例如,监测水体液位的装置和监测水体水质的装置设置在分流井井体内,监测雨量的装置设置在分流井井体外,监测水体总量的装置设置在分流井井体中的水利开关上,监测时间的装置设置在分流井井体内或分流井井体外。In a preferred embodiment of the present utility model, the monitoring device can be arranged inside or outside the diversion well according to type requirements. For example, the device for monitoring the liquid level of the water body and the device for monitoring the water quality of the water body are arranged in the well body of the diversion well, the device for monitoring the rainfall is arranged outside the well body of the diversion well, and the device for monitoring the total amount of the water body is arranged on the hydraulic switch in the well body of the diversion well. The device for monitoring time is arranged in the well body of the diversion well or outside the well of the diversion well.
实施例5Example 5
一种排水系统,所述排水系统包括实施例4所述的排水系统,还包括调蓄设施31,如图10-11所示。A drainage system, the drainage system includes the drainage system described in Embodiment 4, and also includes a regulation and storage facility 31, as shown in Figures 10-11.
如图10所示,所述分流井为实施例1所示的堰式分流井,所述调蓄设施31设置在出水管管路上;As shown in Figure 10, the diversion well is a weir type diversion well as shown in Embodiment 1, and the regulation and storage facility 31 is arranged on the outlet pipe;
当所述调蓄设施设置在出水管管路上时,水体流经出水管从调蓄设施的入口端流入调蓄设施进行存储,当调蓄设施的容量达到容纳上限时,水体从调蓄设施的出口端流入出水管下游端。When the regulation and storage facility is set on the outlet pipe, the water flows into the regulation and storage facility from the inlet end of the regulation and storage facility through the outlet pipe for storage. When the capacity of the regulation and storage facility reaches the upper limit, the water flows from the regulation and storage facility The outlet end flows into the downstream end of the outlet pipe.
如图11所示,所述分流井为实施例1所示的堰式分流井,所述调蓄设施31设置在从出水管管路分出的支路上;当所述调蓄设施设置在出水管支路上时,在出水管管路上且在出水管支路分出位置的下游端设置第六水利开关32。As shown in Figure 11, the diversion well is a weir-type diversion well as shown in Embodiment 1, and the regulation and storage facility 31 is arranged on a branch road branched from the outlet pipe; when the regulation and storage facility is arranged on the outlet When on the branch of the water pipe, the sixth water conservancy switch 32 is set on the outlet pipe and at the downstream end of the diverging position of the branch of the water outlet.
当所述调蓄设施设置在出水管支路上时;通过调节第六水利开关的开度调整水体的流向;当第六水利开关处于开启状态时,部分水体流经出水管直接排放至通往自然水体的管路,部分水体流经设置在出水管旁的支路进入调蓄设施暂时存储;当第六水利开关处于截流状态时,全部水体流经支路进入调蓄设施暂时存储;当调蓄设施的容量达到容纳上限时,水体全部流经出水管直接排放至通往自然水体的管路。When the regulation and storage facility is set on the branch road of the water outlet pipe; the flow direction of the water body is adjusted by adjusting the opening of the sixth water conservancy switch; For the pipeline of water bodies, part of the water flows through the branch road set next to the outlet pipe and enters the regulation and storage facility for temporary storage; When the capacity of the facility reaches the upper limit, all the water flows through the outlet pipe and is directly discharged to the pipeline leading to the natural water body.
所述调蓄设施在系统中的数量和排布没有具体的限定,可以是串联或并联的多个调蓄设施;其具体排布方式可以根据使用该系统的区域面积进行合理的排布。所述调蓄设施可以是现有技术已知的调蓄设施,例如包括调蓄池、调蓄箱涵、深隧或浅隧等。The number and arrangement of the regulation and storage facilities in the system are not specifically limited, and may be multiple regulation and storage facilities connected in series or in parallel; the specific arrangement method can be reasonably arranged according to the area where the system is used. The regulation and storage facilities may be regulation and storage facilities known in the prior art, for example including regulation and storage tanks, regulation and storage box culverts, deep tunnels or shallow tunnels, and the like.
所述第六水利开关选自阀门(球阀、闸阀、刀闸阀、蝶阀、升降式橡胶板截流止回阀等)、闸门(上开式闸门、下开式闸门等)、堰门(上开式堰门、下开式堰门、旋转式堰门等)、拍门(截流拍门等)中的一种。The sixth water conservancy switch is selected from valves (ball valves, gate valves, knife gate valves, butterfly valves, lifting rubber plate cut-off check valves, etc.), gates (upper-opening gates, bottom-opening gates, etc.), weir gates (upper-opening gates, etc.) One of the weir gates, bottom opening weir gates, rotary weir gates, etc.), flap gates (closing flap gates, etc.).
实施例6Example 6
如图12-14所示,一种排水系统,所述排水系统包括实施例4所述的排水系统,还包括在线处理设施41;As shown in Figures 12-14, a drainage system, the drainage system includes the drainage system described in Embodiment 4, and also includes an online processing facility 41;
如图12所示,所述分流井为实施例2所示的槽式分流井,所述在线处理设施41设置在出水管上;As shown in Figure 12, the diversion well is the trough diversion well shown in Embodiment 2, and the online treatment facility 41 is arranged on the outlet pipe;
当所述在线处理设施设置在出水管管路上;水体流经出水管从在线处理设施的入口端流入在线处理设施,经处理后,从在线处理设施的出口端流入出水管下游端。When the on-line treatment facility is set on the outlet pipe; the water flows into the on-line treatment facility from the inlet end of the on-line treatment facility through the outlet pipe, and flows into the downstream end of the outlet pipe from the outlet end of the on-line treatment facility after being treated.
如图13所示,所述分流井为实施例3所示的槽堰式分流井,所述在线处理设施41设置在从出水管管路分出且终端并入出水管管路的支路上;当所述在线处理设施设置在从出水管管路分出且终端并入出水管管路的支路上时,在出水管管路上且在支路分出和并入的位置之间设置第七水利开关42;As shown in Figure 13, the diversion well is the slot-weir diversion well shown in Embodiment 3, and the online treatment facility 41 is arranged on a branch branched from the outlet pipe and merged into the outlet pipe at the terminal; when When the online processing facility is set on a branch branched from the outlet pipe and merged into the outlet pipe at the terminal, a seventh water conservancy switch 42 is set on the outlet pipe and between the branch branch and the merged position ;
如图14所示,所述分流井为实施例1所示的堰式分流井,所述在线处理设施41设置在从出水管管路分出且终端连通自然水体的支路上;当所述在线处理设施设置在从出水管管路分出且终端连通自然水体的支路上时,在出水管管路上且在支路分出位置的下游端设置第七水利开关42。As shown in Figure 14, the diversion well is the weir type diversion well shown in Embodiment 1, and the online treatment facility 41 is set on a branch road branched from the outlet pipe and connected to a natural water body at the terminal; When the treatment facility is set on a branch branched from the outlet pipe and connected to a natural water body at the terminal, a seventh hydraulic switch 42 is provided on the outlet pipe and at the downstream end of the branch branch.
当所述在线处理设施设置在出水管支路上时,通过调节第七水利开关的开度调整水体的流向;当第七水利开关处于开启状态时,部分水体流经出水管直接排放至通往自然水体的管路中,部分水体流经设置在出水管旁的支路由在线处理设施的入口端进入在线处理设施,经处理后,从在线处理设施的出口端流入出水管下游端或直接排放至通往自然水体的管路;当第七水利开关处于截流状态时,全部水体流经支路由在线处理设施的入口端进入在线处理设施,经处理后,从在线处理设施的出口端流入出水管下游端或直接排放至通往自然水体的管路。When the online treatment facility is set on the outlet pipe branch, the flow direction of the water body is adjusted by adjusting the opening of the seventh water conservancy switch; when the seventh water conservancy switch is in the open state, part of the water body flows through the outlet pipe and is directly discharged to In the pipeline of the water body, part of the water flows through the branch set beside the outlet pipe and enters the online treatment facility from the inlet of the online treatment facility. After treatment, it flows from the outlet of the online treatment facility to the downstream end of the outlet pipe or is directly discharged to the outlet pipe The pipeline to the natural water body; when the seventh water conservancy switch is in the shut-off state, all the water flowing through the branch enters the online treatment facility from the inlet of the online treatment facility, and after treatment, flows from the outlet of the online treatment facility to the downstream end of the outlet pipe Or discharge directly to a pipeline leading to a natural body of water.
所述在线处理设施在系统中的数量和排布没有具体的限定,可以是串联或并联的多个在线处理设施;其具体排布方式可以根据使用该系统的区域面积进行合理的排布。所述在线处理设施可以是现有技术已知的在线处理设施,例如包括生物滤池、在线处理池、絮凝池、斜板沉淀池、沉砂池或人工湿地等。The number and arrangement of the online processing facilities in the system are not specifically limited, and may be multiple online processing facilities connected in series or in parallel; the specific arrangement method may be reasonably arranged according to the area where the system is used. The on-line treatment facility may be an on-line treatment facility known in the prior art, including, for example, a biological filter, an on-line treatment tank, a flocculation tank, an inclined plate sedimentation tank, a grit chamber, or an artificial wetland.
所述第七水利开关选自阀门(球阀、闸阀、刀闸阀、蝶阀、升降式橡胶板截流止回阀等)、闸门(上开式闸门、下开式闸门等)、堰门(上开式堰门、下开式堰门、旋转式堰门等)、拍门(截流拍门等)中的一种。The seventh water conservancy switch is selected from valves (ball valves, gate valves, knife gate valves, butterfly valves, lift-type rubber plate cut-off check valves, etc.), gates (upper-opening gates, bottom-opening gates, etc.), weir gates (upper-opening gates, etc.) One of the weir gates, bottom opening weir gates, rotary weir gates, etc.), flap gates (closing flap gates, etc.).
实施例7Example 7
一种排水系统,所述排水系统包括实施例5所述的排水系统,还包括一体化处理设施51;A drainage system, the drainage system includes the drainage system described in Embodiment 5, and also includes an integrated treatment facility 51;
如图15所示,所述分流井为实施例1所示的堰式分流井,所述一体化处理设施51与调蓄设施31的出口端相连,所述一体化处理设施51可以处理存储在调蓄设施31中的水体。As shown in Figure 15, the diversion well is the weir type diversion well shown in Embodiment 1, and the integrated treatment facility 51 is connected to the outlet end of the regulation and storage facility 31, and the integrated treatment facility 51 can process and store in Regulating and storing the water body in the facility 31.
所述一体化处理设施可以是现有技术已知的一体化处理设施,例如包括一体化污水处理站等。所述一体化处理设施在系统中的数量和排布没有具体的限定,可以是串联或并联的多个一体化处理设施;其具体排布方式可以根据使用该系统的区域面积进行合理的排布。The integrated treatment facility may be an integrated treatment facility known in the prior art, for example, including an integrated sewage treatment station. The number and arrangement of the integrated treatment facilities in the system are not specifically limited, and may be a plurality of integrated treatment facilities connected in series or in parallel; the specific arrangement method can be reasonably arranged according to the area where the system is used .
在本实用新型的一个优选实施方式中,上述实施例1-7中,所述入水口、第一出水口和第二出水口的形状和开口大小没有具体的限定,可以和与其相连的管路或廊道的形状或与其设置的水利开关的形状相匹配即可。例如所述入水口和第一出水口的形状为圆形;所述第二出水口的形状为方形。In a preferred embodiment of the present utility model, in the above-mentioned examples 1-7, the shape and opening size of the water inlet, the first water outlet and the second water outlet are not specifically limited, and can be connected with the pipeline Or the shape of the corridor or the shape of the water conservancy switch it is set to match. For example, the shape of the water inlet and the first water outlet is circular; the shape of the second water outlet is square.
在本实用新型的一个优选实施方式中,上述实施例1-7中,所述入水口、第一出水口和第二出水口可以根据分流井设置的区域面积和地势高度合理的设置入水口、第一出水口和第二出水口的相对位置。例如,所述入水口、第一出水口和第二出水口设置在分流井井体侧壁;或者,所述入水口和第二出水口设置在分流井井体侧壁,并在分流井井体底部开设沟槽,将第一出水口设置在沟槽中。In a preferred embodiment of the present utility model, in the above-mentioned Examples 1-7, the water inlet, the first water outlet and the second water outlet can be reasonably set according to the area and terrain height of the diversion well. The relative position of the first water outlet and the second water outlet. For example, the water inlet, the first water outlet and the second water outlet are arranged on the side wall of the well body of the diversion well; or, the water inlet and the second water outlet are arranged on the side wall of the well body of the diversion well, and A groove is provided at the bottom of the body, and the first water outlet is arranged in the groove.
当所述入水口、第一出水口和第二出水口设置在分流井井体侧壁时,本领域技术人员可以理解,所述入水口、第一出水口和第二出水口的底部距离分流井井底的高度没有具体限定,例如与入水口连接的管路处于高地势的位置,入水口可以设置在分流井井体侧壁上的任意位置;与第一出水口和第二出水口连接的管路处于低地势的位置,第一出水口和第二出水口设置在分流井井体侧壁靠近分流井井体底部的位置。这样做的目的是为了水体不会在分流井井体中积攒,更好地流向下游。When the water inlet, the first water outlet and the second water outlet are arranged on the side wall of the well body of the diverter well, those skilled in the art can understand that the bottom of the water inlet, the first water outlet and the second water outlet is far from the diversion. The height of the bottom of the well is not specifically limited. For example, the pipeline connected to the water inlet is at a high terrain position, and the water inlet can be set at any position on the side wall of the diversion well body; it is connected to the first water outlet and the second water outlet The pipeline is at a low-lying position, and the first water outlet and the second water outlet are arranged on the side wall of the diversion well body close to the bottom of the diversion well body. The purpose of doing this is for the water body not to accumulate in the well body of the diverter well, and to flow downstream better.
当所述入水口和第二出水口设置在分流井井体侧壁,并在分流井井体底部开设沟槽,将第一出水口设置在沟槽中时,本领域技术人员可以理解,所述入水口第二出水口的底部距离分流井井底的高度没有具体限定,例如与入水口连接的管路处于高地势的位置,入水口可以设置在分流井井体侧壁上的任意位置;与第二出水口连接的管路处于低地势的位置,第二出水口设置在分流井井体侧壁靠近分流井井体底部的位置,第一出水口处于更低地势的位置,水体优先通过第一出水口。这样做的目的是能更好地实现在分流井井体中水体不积攒,更好地流向下游。When the water inlet and the second water outlet are arranged on the side wall of the well body of the diversion well, and a groove is opened at the bottom of the well body of the diversion well, and the first water outlet is arranged in the groove, those skilled in the art can understand that the The height of the bottom of the second water outlet of the water inlet from the bottom of the diversion well is not specifically limited, for example, the pipeline connected to the water inlet is at a high terrain position, and the water inlet can be set at any position on the side wall of the diversion well body; The pipeline connected to the second water outlet is at a low-lying position, the second water outlet is set on the side wall of the diversion well body close to the bottom of the diversion well body, the first water outlet is at a lower terrain position, and the water body passes through preferentially The first outlet. The purpose of doing like this is to better realize that the water body does not accumulate in the well body of the diverter well, and flows downstream better.
在本实用新型的一个优选实施方式中,上述实施例1-7中,所述分流井井体的形状没有具体的限定,可以实现对水体的合理排放即可,例如所述分流井井体的形状为方形或圆形。In a preferred embodiment of the present utility model, in the above-mentioned examples 1-7, the shape of the well body of the diversion well is not specifically limited, and it is sufficient to realize a reasonable discharge of the water body, for example, the well body of the diversion well The shape is square or round.
实施例8Example 8
一种水位法控制的排水控制方法,所述排水控制方法是基于实施例4所述的排水系统,所述排水系统中包括控制系统,所述控制系统中的监测装置包括监测水体液位的装置且设置在分流井井体内;所述方法包括如下步骤:A drainage control method controlled by a water level method, the drainage control method is based on the drainage system described in Embodiment 4, the drainage system includes a control system, and the monitoring device in the control system includes a device for monitoring the liquid level of the water body And it is arranged in the well body of the shunt well; the method includes the following steps:
1a)水体从入水口进入分流井,通过监测水体液位的装置实时监测第一井体内水体液位高度H;1a) The water body enters the diversion well from the water inlet, and the liquid level height H of the water body in the first well is monitored in real time through the device for monitoring the liquid level of the water body;
2a)当第一井体内水体液位高度H<溢流堰的高度时,第一水利开关处于开启状态,溢流堰处于截流状态;2a) When the liquid level height of the water in the first well body H<the height of the overflow weir, the first hydraulic switch is in the open state, and the overflow weir is in the intercepting state;
3a)当第一井体内水体液位高度H≥溢流堰的高度时,水体通过溢流堰溢流通过出水口。3a) When the liquid level height H of the water body in the first well body is greater than or equal to the height of the overflow weir, the water body overflows through the overflow weir and passes through the water outlet.
步骤3a)中,基于整个排水管网体系的运行控制所述第一水利开关的开启或关闭,即所述第一水利开关可以处于开启状态,也可以处于关闭状态,具体选择是需要所述排水系统与整个管网体系相配合,从而达到最合理的排水效果。In step 3a), the opening or closing of the first water conservancy switch is controlled based on the operation of the entire drainage pipe network system, that is, the first water conservancy switch can be in the open state or in the closed state, and the specific choice is that the drainage The system cooperates with the entire pipe network system to achieve the most reasonable drainage effect.
在本实用新型的一个优选实施方式中,所述监测水体液位的装置为液位传感器、液位计、液位开关等。In a preferred embodiment of the present utility model, the device for monitoring the liquid level of the water body is a liquid level sensor, a liquid level gauge, a liquid level switch and the like.
实施例9Example 9
当所述排水系统包括调蓄设施时,即实施例5所述排水系统,其采用上述实施例8中所述的排水控制方法,且进一步还包括如下步骤:When the drainage system includes regulation and storage facilities, that is, the drainage system described in embodiment 5, it adopts the drainage control method described in the above embodiment 8, and further includes the following steps:
当水体通过溢流堰溢流通过出水口且所述调蓄设施设置在出水管管路上时,水体流经出水管从调蓄设施的入口端流入调蓄设施进行存储,当调蓄设施的容量达到容纳上限时,水体从调蓄设施的出口端流入出水管下游端。When the water body overflows through the overflow weir and passes through the water outlet and the regulating and storing facility is arranged on the outlet pipe, the water flows through the outlet pipe and flows into the regulating and storing facility from the inlet end of the regulating and storing facility for storage, when the capacity of the regulating and storing facility When the upper limit of capacity is reached, the water body flows from the outlet end of the adjustment and storage facility to the downstream end of the outlet pipe.
当水体通过溢流堰溢流通过出水口且所述调蓄设施设置在出水管支路上时,通过调节第六水利开关的开度调整水体的流向;当第六水利开关处于开启状态时,部分水体流经出水管直接排放至通往自然水体的管路,部分水体流经设置在出水管旁的支路进入调蓄设施暂时存储;当第六水利开关处于截流状态时,全部水体流经设置在出水管旁的支路进入调蓄设施暂时存储;当调蓄设施的容量达到容纳上限时,全部水体流经出水管直接排放至通往自然水体的管路。When the water body overflows through the overflow weir and passes through the water outlet and the regulating and storage facilities are arranged on the branch road of the outlet pipe, the flow direction of the water body is adjusted by adjusting the opening degree of the sixth water conservancy switch; when the sixth water conservancy switch is in the open state, some The water flows through the outlet pipe and is directly discharged to the pipeline leading to the natural water body. Part of the water flows through the branch next to the outlet pipe and enters the regulation and storage facility for temporary storage; when the sixth water conservancy switch is in the blocking state, all the water flows through the set The branch next to the outlet pipe enters the regulation and storage facility for temporary storage; when the capacity of the regulation and storage facility reaches the upper limit, all the water flows through the outlet pipe and is directly discharged to the pipeline leading to the natural water body.
实施例10Example 10
当所述排水系统包括调蓄设施和一体化处理设施时,即实施例7所述排水系统,其采用上述实施例8中所述的排水控制方法,且进一步还包括如下步骤:When the drainage system includes storage facilities and integrated treatment facilities, that is, the drainage system described in embodiment 7, it adopts the drainage control method described in the above embodiment 8, and further includes the following steps:
当水体通过溢流堰溢流通过出水口且所述调蓄设施设置在出水管管路上时,水体流经出水管从调蓄设施的入口端流入调蓄设施进行存储,当调蓄设施的容量达到容纳上限时,水体从调蓄设施的出口端流入出水管下游端;同时,存储在调蓄设施中的水体经一体化处理设施处理后直接排放至通往自然水体的管路。When the water body overflows through the overflow weir and passes through the water outlet and the regulating and storing facility is arranged on the outlet pipe, the water flows through the outlet pipe and flows into the regulating and storing facility from the inlet end of the regulating and storing facility for storage, when the capacity of the regulating and storing facility When the capacity limit is reached, the water body flows from the outlet end of the regulation and storage facility to the downstream end of the outlet pipe; at the same time, the water stored in the regulation and storage facility is treated by the integrated treatment facility and discharged directly to the pipeline leading to the natural water body.
当水体通过溢流堰溢流通过出水口且所述调蓄设施设置在出水管支路上时,通过调节第六水利开关的开度调整水体的流向;当第六水利开关处于开启状态时,部分水体流经出水管直接排放至通往自然水体的管路,部分水体流经设置在出水管旁的支路进入调蓄设施暂时存储;当第六水利开关处于截流状态时,全部水体流经设置在出水管旁的支路进入调蓄设施暂时存储;当调蓄设施的容量达到容纳上限时,全部水体流经出水管直接排放至通往自然水体的管路;同时,存储在调蓄设施中的水体经一体化处理设施处理后直接排放至通往自然水体的管路。When the water body overflows through the overflow weir and passes through the water outlet and the regulating and storage facilities are arranged on the branch road of the outlet pipe, the flow direction of the water body is adjusted by adjusting the opening degree of the sixth water conservancy switch; when the sixth water conservancy switch is in the open state, some The water body flows through the outlet pipe and is directly discharged to the pipeline leading to the natural water body. Part of the water body flows through the branch road set next to the outlet pipe and enters the regulation and storage facility for temporary storage; when the sixth water conservancy switch is in the blocking state, all the water body flows through the set The branch next to the outlet pipe enters the regulation and storage facility for temporary storage; when the capacity of the regulation and storage facility reaches the upper limit, all the water flows through the outlet pipe and is directly discharged to the pipeline leading to the natural water body; at the same time, it is stored in the regulation and storage facility The water body is directly discharged to the pipeline leading to the natural water body after being treated by the integrated treatment facility.
实施例11Example 11
当所述排水系统包括在线处理设施时,即上述实施例6所述排水系统,其采用上述实施例8中所述的排水控制方法,且进一步还包括如下步骤:When the drainage system includes online treatment facilities, that is, the drainage system described in the above-mentioned embodiment 6, it adopts the drainage control method described in the above-mentioned embodiment 8, and further includes the following steps:
当水体通过溢流堰溢流通过出水口且所述在线处理设施设置在出水管管路上时;水体流经出水管从在线处理设施的入口端流入在线处理设施,经处理后,从在线处理设施的出口端流入出水管下游端。When the water body overflows through the overflow weir and passes through the water outlet and the on-line treatment facility is arranged on the outlet pipe; The outlet end flows into the downstream end of the outlet pipe.
当水体通过溢流堰溢流通过出水口且所述在线处理设施设置在出水管支路上时,通过调节第七水利开关的开度调整水体的流向;当第七水利开关处于开启状态时,部分水体流经出水管直接排放至通往自然水体的管路中,部分水体流经设置在出水管旁的支路由在线处理设施的入口端进入在线处理设施,经处理后,从在线处理设施的出口端流入出水管下游端或直接排放至通往自然水体的管路;当第七水利开关处于截流状态时,全部水体流经设置在出水管旁的支路由在线处理设施的入口端进入在线处理设施,经处理后,从在线处理设施的出口端流入出水管下游端或直接排放至通往自然水体的管路。When the water body overflows through the overflow weir and passes through the water outlet and the online treatment facility is set on the branch road of the outlet pipe, the flow direction of the water body is adjusted by adjusting the opening of the seventh water conservancy switch; when the seventh water conservancy switch is in the open state, some The water flows through the outlet pipe and is directly discharged into the pipeline leading to the natural water body. Part of the water flows through the branch next to the outlet pipe and enters the online treatment facility from the inlet port of the online treatment facility. After treatment, it is discharged from the outlet of the online treatment facility end flows into the downstream end of the outlet pipe or directly discharges to the pipeline leading to the natural water body; when the seventh water conservancy switch is in the shut-off state, all the water flows through the branch set next to the outlet pipe and enters the online treatment facility from the inlet port of the online treatment facility , after being treated, it flows from the outlet end of the online treatment facility to the downstream end of the outlet pipe or is directly discharged to the pipeline leading to the natural water body.
在本实用新型的一个优选实施方式中,所述第一水利开关、第六水利开关和第七水利开关处于开启状态是指所述水利开关的开度处于最大限流的状态,即保证通过与其连接的管路的流量不会超过设定的流量值。In a preferred embodiment of the present utility model, the opening state of the first water conservancy switch, the sixth water conservancy switch and the seventh water conservancy switch means that the opening degree of the water conservancy switch is in the state of maximum current limitation, that is, to ensure that The flow of the connected pipeline will not exceed the set flow value.
在本实用新型的一个优选实施方式中,所述第六水利开关和第七水利开关处于截流状态是指调节所述水利开关的开度,保证水体截流在所述水利开关的上游端,不能通过所述水利开关流向自然水体。In a preferred embodiment of the present utility model, the sixth water conservancy switch and the seventh water conservancy switch are in the shut-off state, which means adjusting the opening of the water conservancy switch to ensure that the water body is closed at the upstream end of the water conservancy switch and cannot pass through The water conservancy switch flows to a natural water body.
在本实用新型的一个优选实施方式中,所述第一水利开关处于关闭状态是指通过所述水利开关的水体的流量值为零。In a preferred embodiment of the present invention, the fact that the first water conservancy switch is in the off state means that the flow value of the water passing through the water conservancy switch is zero.
以上,对本实用新型的实施方式进行了说明。但是,本实用新型不限定于上述实施方式。凡在本实用新型的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。As mentioned above, embodiment of this invention was described. However, this invention is not limited to said embodiment. All modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in the protection scope of the present utility model.
Claims (22)
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| CN201721275707.9U CN207436200U (en) | 2017-09-30 | 2017-09-30 | A kind of shunting well with downflow weir and the drainage system including the shunting well |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775066A (en) * | 2018-07-02 | 2018-11-09 | 常州市排水管理处 | A kind of closure works system |
| CN109024837A (en) * | 2018-06-05 | 2018-12-18 | 南京天印科技股份有限公司 | A kind of device suitable for municipal drainage optimization |
| CN109372085A (en) * | 2018-11-12 | 2019-02-22 | 北京良乡蓝鑫水利工程设计有限公司 | A kind of shunting well |
| CN111139786A (en) * | 2020-01-16 | 2020-05-12 | 安徽海螺建材设计研究院有限责任公司 | Overflow structure combining water retaining wall and drainage ditch and construction method |
| CN112411722A (en) * | 2019-08-27 | 2021-02-26 | 卡尔·克劳斯 | Overflow scrubbing system and rainwater pass through pond |
| CN113906185A (en) * | 2019-05-30 | 2022-01-07 | 小田收平 | Sewer system |
| CN114351823A (en) * | 2020-08-26 | 2022-04-15 | 武汉圣禹排水系统有限公司 | Water treatment facility and drainage equipment with mechanism dams |
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2017
- 2017-09-30 CN CN201721275707.9U patent/CN207436200U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024837A (en) * | 2018-06-05 | 2018-12-18 | 南京天印科技股份有限公司 | A kind of device suitable for municipal drainage optimization |
| CN108775066A (en) * | 2018-07-02 | 2018-11-09 | 常州市排水管理处 | A kind of closure works system |
| CN108775066B (en) * | 2018-07-02 | 2024-06-28 | 常州市排水管理处 | Interception system |
| CN109372085A (en) * | 2018-11-12 | 2019-02-22 | 北京良乡蓝鑫水利工程设计有限公司 | A kind of shunting well |
| CN109372085B (en) * | 2018-11-12 | 2024-03-15 | 北京良乡蓝鑫水利工程设计有限公司 | Shunt well |
| CN113906185A (en) * | 2019-05-30 | 2022-01-07 | 小田收平 | Sewer system |
| CN113906185B (en) * | 2019-05-30 | 2024-05-31 | 小田收平 | Sewer system |
| CN112411722A (en) * | 2019-08-27 | 2021-02-26 | 卡尔·克劳斯 | Overflow scrubbing system and rainwater pass through pond |
| CN111139786A (en) * | 2020-01-16 | 2020-05-12 | 安徽海螺建材设计研究院有限责任公司 | Overflow structure combining water retaining wall and drainage ditch and construction method |
| CN114351823A (en) * | 2020-08-26 | 2022-04-15 | 武汉圣禹排水系统有限公司 | Water treatment facility and drainage equipment with mechanism dams |
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