CN113089798A - Cross-region rain and sewage interception scheduling system and method - Google Patents

Cross-region rain and sewage interception scheduling system and method Download PDF

Info

Publication number
CN113089798A
CN113089798A CN202110314415.6A CN202110314415A CN113089798A CN 113089798 A CN113089798 A CN 113089798A CN 202110314415 A CN202110314415 A CN 202110314415A CN 113089798 A CN113089798 A CN 113089798A
Authority
CN
China
Prior art keywords
sewage
intercepting
rain
intercepting well
node
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202110314415.6A
Other languages
Chinese (zh)
Inventor
刘志刚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangnan University
Original Assignee
Jiangnan University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangnan University filed Critical Jiangnan University
Priority to CN202110314415.6A priority Critical patent/CN113089798A/en
Publication of CN113089798A publication Critical patent/CN113089798A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/02Arrangement of sewer pipe-lines or pipe-line systems
    • 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
    • E03F5/0401Gullies for use in roads or pavements
    • 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
    • E03F7/00Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
    • E03F7/02Shut-off devices
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F2201/00Details, devices or methods not otherwise provided for
    • E03F2201/20Measuring flow in sewer systems

Abstract

The invention discloses a cross-region rain and sewage intercepting and dispatching system and method, which comprises a plurality of intercepting well nodes distributed in different terrain areas, wherein the intercepting well nodes comprise intercepting wells, the intercepting wells in the same terrain area are connected through a rain and sewage confluence pipe, and the intercepting wells in adjacent terrain areas are connected through a regulating water channel. When the rainfall of the relief area where the intercepting well node is located reaches a preset threshold value, the intercepting well node in the relief area conveys rainwater to an intercepting well node higher in the adjacent relief area, and the intercepting well node higher in the relief area discharges the rainwater to a river channel; when sewage in a certain terrain area cannot be discharged in time, the intercepting well node of the terrain area discharges the sewage to a sewage treatment plant through the intercepting well for normal treatment of the adjacent sewage. The invention relates to a method for realizing cross-regional emergency dispatching of rainwater in a low-lying area in the middle and later periods of rainstorm season rainfall by networking catch basins in different areas, dispatching the rainwater to a high-lying area in a cross-regional mode through a river channel, and carrying out cross-regional emergency dispatching treatment on sewage.

Description

Cross-region rain and sewage interception scheduling system and method
Technical Field
The invention relates to the field of municipal drainage engineering and sewage regulation, in particular to a cross-region rain and sewage interception scheduling system and method.
Background
Traditional vatch basin all is solitary node, in the area that some relief are low, the area of easy waterlogging, and the sedimentary rainwater of road surface and district leads to the vatch basin that sets up along the river through the dirty collecting tube of rain, and the vatch basin is with the back row of damming sewage to the river course, because the rainfall is too big, single vatch basin node can't in time be with the rainwater drainage to the river course to cause urban waterlogging. In some areas, local heavy rain and rainstorm season, the urban waterlogging can also be caused by untimely rainwater discharge in the intercepting well.
In some old communities, the design of a rain and sewage combined system pipe network is still adopted, and sewage and rainwater with high pollution degree in the early stage of rainfall are conveyed into an intercepting well through a rain and sewage combined pipe, and are conveyed to a sewage treatment plant for treatment through a sewage main pipeline after interception. Sewage main road and sewage treatment plant all are the solitary part in subregion, do not have the network deployment with its sewage treatment function maximize, the sewage main road that communicates with the vatch basin in some areas can be because the unable sewage of carrying of road construction sewage main road, the sewage main road blocks up and causes and can't be carried sewage treatment plant treatment to intraductal sewage of leading to other aspects, the sewage treatment plant also can break down unable sewage of handling simultaneously, at this moment, the sewage of accumulation can not obtain timely processing, can lead to the sewage accumulation too much in the vatch basin, sewage discharge is not timely, form the pollution, this also is the drawback that traditional sewage main road design and sewage treatment plant set up.
The traditional intercepting well is in a manual control mode, and the interconnection and intercommunication of the intercepting well information in the region cannot be realized.
These vatch basin can't satisfy the requirement of alleviating urban waterlogging and sewage emergency treatment, and the function is too single to possess very big practical value, so need an vatch basin system that can realize sewage and rainwater cross regional dispatch urgently.
Disclosure of Invention
In order to solve the defects in the prior art, the invention provides a cross-region rain and sewage intercepting and dispatching system and a cross-region rain and sewage intercepting and dispatching method, and solves the problem that a rain and sewage intercepting well in the prior art cannot meet the requirements for relieving urban waterlogging and emergency sewage treatment.
In order to achieve the above purpose, the invention adopts the following technical scheme:
a cross-region rain and sewage interception scheduling system: the intercepting well nodes comprise intercepting wells, the intercepting wells in the same terrain area are connected through a rain and sewage collecting pipe, and the intercepting wells in adjacent terrain areas are connected through regulating water channels;
the intercepting well is also connected with a sewage treatment plant through a sewage pipe and communicated with a river channel through a gate;
the intercepting well is communicated with the sewage pipe and the adjusting water channel through a controllable valve.
Preferably, the cross-regional rain and sewage intercepting and dispatching system comprises: each intercepting well node also comprises a controller and a rain and sewage state acquisition device for acquiring rain and sewage state information of the intercepting well node, and the signal output end of the rain and sewage state acquisition device is connected with the controller;
the controllable valve is an electric control valve, and the control end of the controllable valve is connected with the controller;
the controller controls the conduction state of the controllable valve according to the rain and sewage state information transmitted by the rain and sewage state acquisition device, so that the intercepting well conducts the sewage pipe or adjusts the water channel.
Preferably, the cross-regional rain and sewage intercepting and dispatching system comprises: the system comprises a plurality of intercepting well nodes, a cloud platform, a controller and a controller, wherein the cloud platform is connected and communicated with the controllers of the intercepting well nodes to acquire rain and sewage state information of the intercepting well nodes, and sends rain and sewage scheduling signals to the controllers of the intercepting well nodes with larger rainfall or higher water level according to the acquired information;
the controller controls the on-state of the controllable valve of the node according to the received rain and sewage scheduling signal, so that the intercepting well is communicated to the adjusting water channel, and rain and sewage in the intercepting well of the node is discharged to the intercepting well of the adjacent terrain area through the adjusting water channel.
Preferably, the cross-regional rain and sewage intercepting and dispatching system comprises: the intercepting well node also comprises a submersible sewage pump, the electric control valve is a three-way valve, and the submersible sewage pump is communicated with a sewage pipe or a regulating water channel through the three-way valve.
Preferably, the cross-regional rain and sewage intercepting and dispatching system comprises: the intercepting well is connected with the river channel through the overflow pipe, and the gate is an electro-hydraulic flat gate and is arranged on the side wall of the intercepting well connected with the overflow pipe.
Preferably, the cross-regional rain and sewage intercepting and dispatching system comprises: the rain and sewage state acquisition device comprises a turbidimeter, a liquid level meter and a rain gauge, wherein the turbidimeter, the liquid level meter and the rain gauge are connected with a controller.
A cross-region rain and sewage interception scheduling method comprises the following steps: the following procedure was followed:
the cloud platform monitors rain and sewage state information of a terrain area where each intercepting well node is located in real time;
when the rainfall of the relief area where the intercepting well node is located reaches a preset threshold value, the intercepting well node in the relief area conveys rainwater to an intercepting well node higher in the adjacent relief area, and the intercepting well node higher in the relief area discharges the rainwater to a river channel;
when sewage in a certain terrain area cannot be discharged in time, the intercepting well node of the terrain area discharges the sewage to a sewage treatment plant through the intercepting well for normal treatment of the adjacent sewage.
Preferably, the cross-region rain and sewage interception scheduling method comprises the following steps: the cloud platform controls the submersible sewage pump through data acquired by the intercepting well, controls the three-way valve through the electric valve actuator, and controls the on-off between the intercepting well node and the river channel through the electro-hydraulic flat gate.
Preferably, the cross-region rain and sewage interception scheduling method comprises the following steps: the data collected by the cloud platform for the intercepting well comprise rainfall, rain and sewage liquid level and turbidity in the intercepting well.
Preferably, the cross-region rain and sewage interception scheduling method comprises the following steps: and when the cloud platform detects that the future rainfall reaches a preset peak value, the submersible sewage pump is started to drain the sewage in the intercepting well node.
The invention achieves the following beneficial effects:
compared with the prior art, the invention has the advantages that the catch basins in different areas are networked, and the rainwater in the low-lying areas in the middle and later periods of rainstorm season rainfall is dispatched to the areas with high terrain in a transregional mode and is discharged through the river channel. The invention can carry out cross-regional emergency dispatching treatment on sewage in the intercepting well. The invention can realize the combined treatment of sewage in different areas and relieve the condition of high sewage treatment pressure in certain areas.
Finally, each parameter of the intercepting well in the whole area is monitored in real time through the cloud platform, measures are taken in advance according to weather forecast conditions, and two submersible sewage pumps are started to drain sewage in the intercepting well for rainwater regulation in emergency.
Drawings
FIG. 1 is a detail view of a vatch well node of the present invention;
FIG. 2 is a diagram of a cross-regional emergency sewage scheduling system of the present invention;
FIG. 3 is a diagram of a cross-regional dispatch system for a stormwater season of the present invention;
FIG. 4 is a three-dimensional model diagram of the present invention;
fig. 5 is an isometric view of a vatch well node of the present invention;
the meaning of the reference numerals: 1-intercepting well; 2-lightning rod; 3-a rain gauge; 4-a scaffold; 5-a control cabinet; 6-trash rack; 7-an electro-hydraulic push rod; 9-turbidimeter; 11-a submersible sewage pump; 12-a flat gate; 14-regulating the water channel; 15-three-way valve; 16-an electrically operated valve actuator; 17-liquid level meter.
Detailed Description
The invention is further described below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and the protection scope of the present invention is not limited thereby.
As shown in fig. 1 to 5: the embodiment discloses a cross-regional rain and sewage intercepting and dispatching system: including a plurality of vatch basin nodes that distribute in different relief areas, the vatch basin node includes vatch basin 1, connects through the rain and sewage collecting tube between the vatch basin 1 in same relief area, connects through adjusting the water course between the vatch basin 1 in adjacent relief area.
Each intercepting well node further comprises a controller and a rain and sewage state acquisition device for acquiring rain and sewage state information of the intercepting well node, and the signal output end of the rain and sewage state acquisition device is connected with the controller; the controller is usually installed inside the control cabinet 5, and the controllable valve is preferably an electrically controlled valve, and the control end of the electrically controlled valve is connected with the controller.
The controller controls the conduction state of the controllable valve according to the rain and sewage state information transmitted by the rain and sewage state acquisition device, so that the intercepting well conducts the sewage pipe or adjusts the water channel. Wherein, the rain and sewage state acquisition device comprises a turbidity meter 9, a liquid level meter 17 and a rain gauge 3 which are connected with the controller; the controllable valve is preferably an electrically controlled valve, such as a three-way valve 15, and the operation end of the three-way valve 15 is provided with an electric valve actuator 16, and the electric valve actuator 16 performs control action through a controller.
The intercepting well 1 is also connected with a sewage treatment plant through a sewage pipe, and the intercepting well 1 in the same terrain area is communicated with the sewage treatment plant in the terrain area through a sewage main channel. The intercepting well 1 is also communicated with the river channel through a gate, and the intercepting well 1 is connected with the river channel through an overflow pipe, so that the gate is a flat gate 12 arranged on the overflow pipe, and the flat gate 12 is preferably an electro-hydraulic flat gate.
The intercepting well node further comprises a lightning rod 2, a support 4, a control cabinet 5, a trash rack 6 capable of being automatically lifted, an electro-hydraulic push rod 7 and an electro-hydraulic flat gate 12. The optional ultrasonic wave level gauge of level gauge 17, install in the inner wall of vatch basin 1 preferably, three-way valve 15 and electric valve executor 16 are installed in one side of ripples level gauge 17, the one end of electric valve executor 16 is connected with adjusts water course 14, one side of three-way valve 15 is provided with the pipe strap, and flat gate 12 is located the below of pipe strap 13, one side of flat gate 12 is provided with latent dirty pump 11, can promote automatically that trash rack 6 installs in one side of electric liquid push rod 7, the turbidimeter support is installed to the lower extreme of electric liquid push rod 7, and lower extreme one side of turbidimeter support is provided with turbidimeter 9, the cat ladder is installed to one side of turbidimeter 9, switch board 5 is installed to one side of trash rack 6, and one side of switch board 5 is provided with support 4, lightning rod 2 is installed to the upper end of support 4, one side upper end.
The embodiment also discloses a cross-region rain and sewage interception scheduling method: according to the method, the submersible sewage pump 11 is controlled by data acquired by the intercepting well 1 through the cloud platform, the three-way valve 15 is controlled through the electric valve actuator 16, and the connection and disconnection between the intercepting well node and a river channel are controlled through the electro-hydraulic flat gate 12. Wherein, the data that the cloud platform was gathered 1 the vatch basin include rainfall, the dirty liquid level of rain in the vatch basin and the turbidity, and above-mentioned data all can be gathered through corresponding sensor.
The method is specifically operated in the following manner:
as shown in fig. 2: fig. 2 is a diagram of a cross-regional emergency sewage scheduling system of the present invention, which is suitable for sewage scheduling in an emergency catch basin, and the specific working process is as follows:
when sewage in a certain terrain area cannot be discharged in time, the intercepting well node of the terrain area discharges the sewage to a sewage treatment plant through an adjacent intercepting well for normal sewage treatment, and the specific explanation is as follows:
when the flat gate in the intercepting well 1 is in a normally closed state during sewage treatment, when sewage conveyed by a rain and sewage collecting pipe and a rain and sewage collecting pipe in a primary intercepting well cannot be treated in time due to road construction above a sewage main road or due to the blockage of a sewage main pipe and the maintenance requirement of a fault, a cloud platform obtains an early warning signal, sends a command to a control cabinet 5 beside the intercepting well through the platform, the control cabinet 5 controls an electric valve actuator 16 arranged above a three-way valve 15, the electric valve actuator 16 enables the three-way valve 15 to respectively communicate a submersible sewage pump A1 and a submersible sewage pump A3 in the primary intercepting well with an adjusting water channel A1 and an adjusting water channel A3, the submersible sewage pump A1 and the submersible sewage pump A3 in the primary intercepting well are opened, and the sewage which cannot be treated in the intercepting well is dispatched into a secondary intercepting well through the adjusting water channels A1 and A3. If the sewage water quantity is too large, the submersible sewage pump A2 and the submersible sewage pump A4 can be simultaneously started, and the sewage in the first-stage intercepting well is further dispatched to the second-stage intercepting well through the adjusting water channel A2 and the adjusting water channel A4 which are communicated with the three-way valve 15. The method is not only suitable for emergency dispatching of sewage of the first-stage catch basin, if sewage in the second-stage catch basin cannot be processed in time due to the reasons, the sewage in the second-stage catch basin is dispatched to the third-stage catch basin through the submersible sewage pump B1, the submersible sewage pump B2, the submersible sewage pump B3, the submersible sewage pump B4, the adjusting water channel B1, the adjusting water channel B2, the adjusting water channel B3 and the adjusting water channel B4, and similarly, when the sewage cannot be processed in time due to the reasons in the next-stage catch basin, the sewage is dispatched to the next-stage catch basin in sequence, until the sewage in a certain catch basin is processed normally, the electric valve actuator 16 is controlled by the control cabinet 5 to connect the submersible sewage pump 11 and a sewage pipe in the well, and the sewage pipe conveys the sewage to a sewage processing plant through a sewage main channel, so that the sewage can be processed normally.
As shown in fig. 3: FIG. 3 is a diagram of a cross-regional dispatch system for a rainstorm season of the present invention:
when the rainfall of the terrain area where the intercepting well node is located reaches a preset threshold value, the intercepting well node in the terrain area conveys rainwater to a higher intercepting well node in an adjacent terrain area, and the higher intercepting well node in the terrain area discharges the rainwater to a river channel.
The cross-regional scheduling system in the rainstorm season is generally suitable for sunny days and early rainfall stages, and comprises the following specific steps: the sewage that the rain sewage confluence pipe conveys to the intercepting well is conveyed to a sewage pipe through a submersible sewage pump 11 in the well, the sewage pipe is communicated with a sewage main, the sewage main is connected with a sewage treatment plant, and finally the sewage in the intercepting well is conveyed to the sewage treatment plant for treatment. In the middle and later periods of rainfall and in the period of rainstorm, sewage in the rainwater and sewage converging pipe is diluted and conveyed by rainwater. When the rain gauge 3 beside the intercepting well detects that rainstorm comes, the cross-regional scheduling system in the rainstorm season is implemented by combining the forecast data of the weather center. The specific implementation is as follows: in some areas with low terrain and easy waterlogging, when rainwater conveyed into the primary intercepting well through the rainwater and sewage collecting pipes 1 and 2 cannot be discharged to a river channel in time, the ultrasonic liquid level meter 17 arranged on the side wall of the intercepting well mouth detects that the water level in the well is too high, the submersible sewage pump A1 and the submersible sewage pump A3 in the primary intercepting well are started through the cloud platform, meanwhile, the control cabinet 5 controls the electric valve actuator 16 arranged above the three-way valve 15, the electric valve actuator 16 enables the three-way valve 15 to respectively communicate the pump A1 and the submersible sewage pump A3 in the primary intercepting well with the adjusting water channel A1 and the adjusting water channel A3, and excessive rainwater in the intercepting well 1 is dispatched to the secondary intercepting well. When the water potential rises too fast, the standby submersible sewage pumps A2 and A4 in the first-stage intercepting well can be started to accelerate the dispatching of rainwater. Similarly, when the ultrasonic liquid level meter 17 in the second-stage catch basin detects that the water level of rainwater is too high, the early warning information is uploaded to a cloud platform through the control cabinet 5, the cloud platform opens the electro-hydraulic flat gate 12 in the second-stage catch basin through the control cabinet 5 to discharge a part of rainwater in the second-stage catch basin to a river channel, simultaneously opens the submersible sewage pump B1, the submersible sewage pump B2, the submersible sewage pump B3 and the submersible sewage pump B4, then enables the submersible sewage pump B1, the submersible sewage pump B2, the submersible sewage pump B3 and the submersible sewage pump B4 to be respectively communicated with the adjusting water channel B1, the adjusting water channel B2, the adjusting water channel B3 and the adjusting water channel B4 through the electric valve actuator 16, the rainwater in the second-stage catch basin is dispatched to the catch basin with a higher potential, the cloud platform opens the electro-hydraulic flat gate in the third-stage catch basin through the control cabinet 5 to discharge the rainwater in the third-stage catch basin through the river channel C63. Similarly, if the river channel is communicated with the second-stage intercepting well, the rainwater in the area with low terrain and easy waterlogging is dispatched in the intercepting well with high terrain of the next stage in sequence through the intercepting well in the cross-regional dispatching system in the rainstorm season, and finally the excessive rainwater is discharged through the river channel connected with the intercepting well, and the water in the river channel is finally collected to the Taihu lake or the Yangtze river, so that the problems of urban waterlogging and the like are solved.
Compared with the prior art, the invention has the advantages that the catch basins in different areas are networked, and the rainwater in the low-lying areas in the middle and later periods of rainstorm season rainfall is dispatched to the areas with high terrain in a transregional mode and is discharged through the river channel. The invention can carry out cross-regional emergency dispatching treatment on sewage in the intercepting well. The invention can realize the combined treatment of sewage in different areas and relieve the condition of high sewage treatment pressure in certain areas.
Finally, each parameter of the intercepting well in the whole area is monitored in real time through the cloud platform, measures are taken in advance according to weather forecast conditions, and two submersible sewage pumps are started to drain sewage in the intercepting well for rainwater regulation in emergency.
The above is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, several modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.

Claims (10)

1. The utility model provides a dispatch system that dams of cross regional rain and sewage which characterized in that: the intercepting well nodes comprise intercepting wells, the intercepting wells in the same terrain area are connected through a rain and sewage collecting pipe, and the intercepting wells in adjacent terrain areas are connected through regulating water channels;
the intercepting well is also connected with a sewage treatment plant through a sewage pipe and communicated with a river channel through a gate;
the intercepting well is communicated with the sewage pipe and the adjusting water channel through a controllable valve.
2. The cross-regional rain and sewage intercepting and dispatching system of claim 1, wherein: each intercepting well node also comprises a controller and a rain and sewage state acquisition device for acquiring rain and sewage state information of the intercepting well node, and the signal output end of the rain and sewage state acquisition device is connected with the controller;
the controllable valve is an electric control valve, and the control end of the controllable valve is connected with the controller;
the controller controls the conduction state of the controllable valve according to the rain and sewage state information transmitted by the rain and sewage state acquisition device, so that the intercepting well conducts the sewage pipe or adjusts the water channel.
3. The cross-regional rain and sewage intercepting and dispatching system of claim 2, wherein: the system comprises a plurality of intercepting well nodes, a cloud platform and a controller of each intercepting well node, wherein the cloud platform is connected and communicated with the controller of each intercepting well node so as to obtain rain and sewage state information of each intercepting well node, and a rain and sewage scheduling signal is sent to the controller of each intercepting well node with larger rainfall or higher water level according to the obtained information;
the controller controls the on-state of the controllable valve of the node according to the received rain and sewage scheduling signal, so that the intercepting well is communicated to the adjusting water channel, and rain and sewage in the intercepting well of the node is discharged to the intercepting well of the adjacent terrain area through the adjusting water channel.
4. The cross-regional rain and sewage intercepting and dispatching system of claim 2, wherein: the intercepting well node further comprises a submersible sewage pump, the electric control valve is a three-way valve, and the submersible sewage pump conducts a sewage pipe or adjusts a water channel through the three-way valve.
5. The cross-regional rain and sewage intercepting and dispatching system of claim 2, wherein: the intercepting well is connected with the river channel through the overflow pipe, and the gate is an electro-hydraulic flat gate and is arranged on the side wall of the intercepting well connected with the overflow pipe.
6. The cross-regional rain and sewage intercepting and dispatching system of claim 2, wherein: the rain and sewage state acquisition device comprises a turbidity meter, a liquid level meter and a rain gauge, wherein the turbidity meter, the liquid level meter and the rain gauge are connected with a controller.
7. A cross-region rain and sewage interception scheduling method is characterized by comprising the following steps: the following procedure was followed:
the cloud platform monitors rain and sewage state information of a terrain area where each intercepting well node is located in real time;
when the rainfall of the relief area where the intercepting well node is located reaches a preset threshold value, the intercepting well node in the relief area conveys rainwater to an intercepting well node higher in the adjacent relief area, and the intercepting well node higher in the relief area discharges the rainwater to a river channel;
when sewage in a certain terrain area cannot be discharged in time, the intercepting well node of the terrain area discharges the sewage to a sewage treatment plant through the intercepting well for normal treatment of the adjacent sewage.
8. The cross-regional rain and sewage interception scheduling method according to claim 7, characterized in that: the cloud platform controls the submersible sewage pump through data acquired by the intercepting well, controls the three-way valve through the electric valve actuator, and controls the on-off between the intercepting well node and the river channel through the electro-hydraulic flat gate.
9. The cross-regional rain and sewage interception scheduling method according to claim 8, characterized in that: the data collected by the cloud platform for the intercepting well comprise rainfall, rain and sewage liquid level and turbidity in the intercepting well.
10. The cross-regional rain and sewage interception scheduling method according to claim 7, characterized in that: and when the cloud platform detects that the future rainfall reaches a preset peak value, the submersible sewage pump is started to drain the sewage in the intercepting well node.
CN202110314415.6A 2021-03-24 2021-03-24 Cross-region rain and sewage interception scheduling system and method Pending CN113089798A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110314415.6A CN113089798A (en) 2021-03-24 2021-03-24 Cross-region rain and sewage interception scheduling system and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110314415.6A CN113089798A (en) 2021-03-24 2021-03-24 Cross-region rain and sewage interception scheduling system and method

Publications (1)

Publication Number Publication Date
CN113089798A true CN113089798A (en) 2021-07-09

Family

ID=76669673

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110314415.6A Pending CN113089798A (en) 2021-03-24 2021-03-24 Cross-region rain and sewage interception scheduling system and method

Country Status (1)

Country Link
CN (1) CN113089798A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113863464A (en) * 2021-10-20 2021-12-31 中铁二十一局集团路桥工程有限公司 Urban underpass tunnel drainage system optimization method
CN116750823A (en) * 2023-08-17 2023-09-15 湖南清源华建环境科技有限公司 Rainwater filtering system and method based on smart city

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102268896A (en) * 2010-06-01 2011-12-07 段昌和 Meshed rainwater pipeline drainage system
CN102767226A (en) * 2012-07-26 2012-11-07 叶元华 Separate active road edge type pipe drainage system for managing and utilizing urban rainwater
CN203188340U (en) * 2013-02-05 2013-09-11 福州市规划设计研究院 Urban drainage system under closure-type comprehensive drainage system
CN104264771A (en) * 2014-09-29 2015-01-07 深圳市建设(集团)有限公司 Urban inland inundation beforehand emergency disposal method and inland inundation beforehand emergency disposal system
CN104481016A (en) * 2014-12-18 2015-04-01 天津大学前沿技术研究院有限公司 Water drainage system utilizing environment-friendly water pump
JP5804338B1 (en) * 2015-05-21 2015-11-04 株式会社ヴェルテックスジャパン Sewage flow measurement system and sewage flow measurement method
CN105804202A (en) * 2016-05-13 2016-07-27 上海安鼎济水处理科技有限公司 Measurable and dispatchable method and system used for rainwater treatment of sponge city
CN205935175U (en) * 2016-08-26 2017-02-08 海绵城市雨水收集利用技术有限公司 Rainwater recycling system
CN106971352A (en) * 2017-03-28 2017-07-21 衡水益通管业股份有限公司 System and method for constructing sponge city based on Internet and microcirculation system
CN110276145A (en) * 2019-06-26 2019-09-24 天津神州海创科技有限公司 Sewerage system simulation modeling and dispatching method
CN112052561A (en) * 2020-07-31 2020-12-08 上海市水务规划设计研究院(上海市海洋规划设计研究院) Method for formulating waterlogging prevention emergency plan of drainage system

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102268896A (en) * 2010-06-01 2011-12-07 段昌和 Meshed rainwater pipeline drainage system
CN102767226A (en) * 2012-07-26 2012-11-07 叶元华 Separate active road edge type pipe drainage system for managing and utilizing urban rainwater
CN203188340U (en) * 2013-02-05 2013-09-11 福州市规划设计研究院 Urban drainage system under closure-type comprehensive drainage system
CN104264771A (en) * 2014-09-29 2015-01-07 深圳市建设(集团)有限公司 Urban inland inundation beforehand emergency disposal method and inland inundation beforehand emergency disposal system
CN104481016A (en) * 2014-12-18 2015-04-01 天津大学前沿技术研究院有限公司 Water drainage system utilizing environment-friendly water pump
JP5804338B1 (en) * 2015-05-21 2015-11-04 株式会社ヴェルテックスジャパン Sewage flow measurement system and sewage flow measurement method
CN105804202A (en) * 2016-05-13 2016-07-27 上海安鼎济水处理科技有限公司 Measurable and dispatchable method and system used for rainwater treatment of sponge city
CN205935175U (en) * 2016-08-26 2017-02-08 海绵城市雨水收集利用技术有限公司 Rainwater recycling system
CN106971352A (en) * 2017-03-28 2017-07-21 衡水益通管业股份有限公司 System and method for constructing sponge city based on Internet and microcirculation system
CN110276145A (en) * 2019-06-26 2019-09-24 天津神州海创科技有限公司 Sewerage system simulation modeling and dispatching method
CN112052561A (en) * 2020-07-31 2020-12-08 上海市水务规划设计研究院(上海市海洋规划设计研究院) Method for formulating waterlogging prevention emergency plan of drainage system

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
张晓波等: "浅析接力泵站在沿海平原排涝中的应用", 《长江科学院院报》 *
张晓波等: "浅析接力泵站在沿海平原排涝中的应用", 《长江科学院院报》, vol. 35, no. 12, 31 December 2018 (2018-12-31), pages 46 - 51 *
李通: "《建筑设备》", 31 October 2018, 北京理工大学出版社, pages: 98 *
邹金龙等: "《室外给排水工程概论》", 30 June 2014, 黑龙江大学出版社, pages: 138 - 140 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113863464A (en) * 2021-10-20 2021-12-31 中铁二十一局集团路桥工程有限公司 Urban underpass tunnel drainage system optimization method
CN116750823A (en) * 2023-08-17 2023-09-15 湖南清源华建环境科技有限公司 Rainwater filtering system and method based on smart city
CN116750823B (en) * 2023-08-17 2023-11-28 湖南清源华建环境科技有限公司 Rainwater filtering system and method based on smart city

Similar Documents

Publication Publication Date Title
CN113089798A (en) Cross-region rain and sewage interception scheduling system and method
CN201276718Y (en) Rainwater collecting and recycling system on building roofing
CN107386418B (en) A kind of urban road rainwater recycle reuse method and system
CN105951969B (en) A kind of water storage flood drainage system and storage discharge method
CN108867239B (en) Urban road rainwater is collected and is utilized self-interacting system
CN111489052A (en) Method for carrying out intercepting drainage scheduling by utilizing water quality and water quantity
CN211395907U (en) Road type integrated intelligent sewage intercepting well
CN111005429A (en) Drainage system and method of double-layer coupling structure
CN208748746U (en) Power plant's rainwater-collecting reutilization system
CN210032029U (en) Treatment system of pipeline communicated with natural water body
CN111691526A (en) Rainwater treatment and recycling system
CN111640284A (en) Roof drainage wireless monitoring system and early warning method thereof
CN216405629U (en) Water pollution monitoring control system based on internet
CN215253277U (en) Separate-system drainage system for relieving urban inland inundation
CN210857472U (en) Bury formula dispersion regulation storage battery system
CN212317093U (en) Rainwater treatment and recycling system
CN209854868U (en) Sewage interception and storage regulation system comprising primary rain pipe
CN114876046A (en) Multifunctional intelligent management well and control method
CN212506677U (en) Rainwater grate that weather is automatic to open and shut
CN219952160U (en) Factory rainwater collecting and draining system
CN214714789U (en) Rainwater processing system for municipal construction
CN216405630U (en) Intelligent quality-dividing and flow-dividing discharging device
CN218466690U (en) Double mode vatch basin
CN207331946U (en) Construction site rainwater comprehensive utilization intelligence dust prevention system
CN219450984U (en) Embedded rain and sewage diversion well

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20210709