CN107806155A - A kind of combined drainage system and control method of sewage and rainwater - Google Patents
A kind of combined drainage system and control method of sewage and rainwater Download PDFInfo
- Publication number
- CN107806155A CN107806155A CN201710917682.6A CN201710917682A CN107806155A CN 107806155 A CN107806155 A CN 107806155A CN 201710917682 A CN201710917682 A CN 201710917682A CN 107806155 A CN107806155 A CN 107806155A
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- Prior art keywords
- water
- shunting
- shunting well
- rainwater
- sewer
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The present invention relates to a kind of sewage and the combined drainage system of rainwater, including：Trunk sewer on town road, the outlet of the trunk sewer are provided with sewage treatment plant；Storm-water sewer on town road, the end of the Storm-water sewer are connected with natural water；The interflow house steward of unit area, its outlet are connected with the trunk sewer；It is characterized in that：Shunting device is set on the interflow house steward, and the water inlet end of the shunting device connects with interflow house steward；The shunting device has three delivery ports, and its first delivery port is connected with trunk sewer, and the second delivery port is connected with Storm-water sewer；3rd delivery port is connected with the water inlet of online rainwater treatment facility；The delivery port of the online rainwater treatment facility is connected with Storm-water sewer.
Description
Technical field
The present invention relates to a kind of drainage system pipe network system, and in particular to a kind of drainage system system of sewage and rainwater
System and control method.
Background technology
Municipal drainage system is broadly divided into combined drainage system and separate sewage system.The interflow occurred earliest
Drainage system processed is that sewage, industrial wastewater and rainwater are blended in same pipe duct, is just directly arranged nearby without any processing
Enter water body, be stained significantly receiving water body, lot of domestic and international mature city is nearly all in this way.Now frequently with
It is interceptive combined system drainage system.
Interceptive combined system drainage system and traditional combined drainage system are essentially identical in structure, and distinctive points are
Interceptive combined system drainage system is provided with Vatch basin between municipal administration interflow main and sewage treatment plant.Interceptive combined system is arranged
When water system works, the rainwater that the sewage and inlet for stom water of resident's discharge are collected all enters municipal administration interflow main by collaborating house steward,
The rainwater that inlet for stom water along town road is collected also all enters municipal administration interflow main, and Vatch basin is set in main end.Fine day
When, all sewage are all delivered to sewage plant, and natural water is discharged into after processing.During rainfall, the rainwater at sewage and rainfall initial stage
Also sewage plant can be transported to, natural water is discharged into after processing.But with the increase of rainfall, rainfall runoff also increases,
After the flow of combined sewage exceedes the conveyance power of water for the main that dams, just have part combined sewage overflow and be directly entered nature
Water body.
For this combined drainage system, its problem is mainly：1. during rainfall, it can be produced on residential area and town road
Pollution of area source, although existing combined drainage system is dammed in end provided with Vatch basin, the interception ratio of design
Not enough so that Vatch basin could not intercept to area source pollutants, and area source pollutants are directly entered natural water, to natural water
Pollute.2. to be controlled to pollution of area source, it is necessary to increase the size of Vatch basin, increase the size for the main that dams,
Increase the capacity of sewage plant.3. what is dammed dams for the control of extensive style, it is impossible to accurately early-stage rainwater is dammed.
Separate sewage system is divided into complete separate system and incomplete separate system two again according to the difference for excluding rainwater mode
Kind drainage system.Complete separate sewage system is completely to separate rainwater and sanitary sewage, trade effluent, by different pipelines
Conveyed.The sewage of resident's discharge enters trunk sewer by sewage conduct, is discharged after being then sent to sewage plant processing, rain
The rainwater that the mouth of a river is collected enters Storm-water sewer by storm sewer, is directly discharged to natural water.Rainwater along town road
The rainwater that mouth is collected also all enters Storm-water sewer, is directly discharged to natural water.In this separate sewage system, there is
Many problems：1. the part of contaminated water in residential area mistakenly enters the sewage that washing machine is discharged on storm sewer, such as balcony
Natural water can be directly discharged to.2. the part of contaminated water on town road mistakenly enters storm sewer, such as road cleaning
Caused sewage can be directly discharged to natural water.3. during rainfall, pollution of area source, face can be produced on residential area and town road
Source pollutants can be directly entered natural water.
Incomplete separate system is primarily directed on the rainwater and town road that in the collection processing of rainwater, residential block is collected
The rainwater being collected into is separated.The rainwater that the sewage and inlet for stom water of resident's discharge are collected all is discharged by collaborating house steward, is being entered
Vatch basin is set to be dammed before entering municipal drainage pipeline.The rainwater that inlet for stom water along town road is collected is done into rainwater
Pipe, is directly discharged to natural water.During fine day, the sewage of residential area discharge is trapped to trunk sewer, is then sent to sewage
Factory, natural water is discharged into after processing, but part of contaminated water is had on town road and is directly discharged to certainly into Storm-water sewer
Right water body.During rainfall, the sewage and the rainwater at rainfall initial stage of residential area discharge can be also trapped to trunk sewer, be then sent to
Sewage plant, natural water is discharged into after processing, but as the increase of rainfall, rainfall runoff also increase, when combined sewage
After flow exceedes the conveyance power of water for the pipeline that dams, just have part combined sewage overflow and be directly entered Storm-water sewer, while city
The early-stage rainwater of a large amount of pollutants is carried on political affairs road can also be directly entered Storm-water sewer, be then discharged to natural water.This
The problem of kind of drainage system is mainly：1. whole system can not effectively be intercepted to area source pollutants, intercepting efficiency is low.②
The sewage for entering storm sewer can not be controlled.3. during rainfall, sewage is easily carried along into natural water by rainwater.4. dam
The control of well is extensive, on the one hand more early-stage rainwaters may not be sent into sewage plant processing so that area source pollutants discharge
Natural water has been arrived, on the other hand substantial amounts of later stage rainwater sewage plant may be sent into, add the load of sewage plant, reduce
The treatment effeciency of sewage plant.
All things considered, there is problems with for current run-off system：First, it is impossible to which pollution of area source is controlled；The
Two, control is extensive, it is impossible to which sewage and early-stage rainwater are accurately controlled；3rd, pipeline hybrid junction, sewage has been directly discharged to certainly
Right water body；4th, for the area that land used is nervous, end treatment can not effectively be implemented.
Meanwhile the present inventors have additionally discovered that, for old town either villages within the city etc. of some mature cities, such case is more
Seriously, not perfect enough due to first rain dirt design of pipe networks, many old towns or villages within the city etc. do not have in unit area
Storm-water sewer and sewage treatment plant, or the rainwater that original interflow house steward does not collect to it is with being discharged into sanitary sewage therein
Separated, sewage and rainwater is directly discharged to municipal wastewater main, the rainwater for being discharged into trunk sewer adds sewage and done
The processing intensity of pipe end sewage treatment plant, make its efficiency low.
If in addition, if old town or region early-stage rainwater feature unobvious residing for villages within the city, by middle and later periods rainwater
Shunting, which is discharged into natural water, still can produce pollution.
The content of the invention
The defects of in order to overcome prior art, the present invention provide a kind of combined drainage system of sewage and rainwater, and this is
The sewage and rainwater that system can discharge to old town or villages within the city are accurately controlled, and improve the treatment effeciency of drainage system.
The technical scheme is that：
A kind of combined drainage system of sewage and rainwater, including：
Trunk sewer on town road, the outlet of the trunk sewer are provided with sewage treatment plant；
Storm-water sewer on town road, the end of the Storm-water sewer are connected with natural water；
The interflow house steward of unit area, its outlet are connected with the trunk sewer；It is characterized in that：
Shunting device is set on the interflow house steward, and the water inlet end of the shunting device connects with interflow house steward；
The shunting device has three delivery ports, and its first delivery port is connected with trunk sewer, the second delivery port and rainwater
Main is connected；3rd delivery port is connected with the water inlet of online rainwater treatment facility；The water outlet of the online rainwater treatment facility
Mouth is connected with Storm-water sewer.
According to the present invention, the unit area is to include building and structure in urban area with function and usage Attribute transposition
Build the soil region of thing, preferably old town or villages within the city.
According to the present invention, the area of the unit area is 0.01-0.6 square kilometres, preferably 0.01-0.3 squares of public affairs
In.
According to the present invention, the Storm-water sewer is original Storm-water sewer on town road；
Or when there is no Storm-water sewer on the town road, a Storm-water sewer being laid on town road.
According to the present invention, the shunting device is selected from shunting well, abandoned stream well or Vatch basin.
According to the present invention, water conservancy is set to switch on the delivery port of shunting device；Preferably, it is all provided with each delivery port
Put water conservancy switch.Water conservancy is set to switch 1 in first delivery port；Water conservancy is set to switch 2 in second delivery port；Described
3rd delivery port sets water conservancy to switch 3.
According to the present invention, the system also includes control system, and the control system includes the first monitoring device, believed with it
Number connection control unit；Described control unit switchs 3 signals with water conservancy switch 1, water conservancy switch 2 and water conservancy and is connected；Described
One monitoring device is used for monitoring signals and the signal of monitoring is conveyed into control unit, and control unit controls according to the signal of reception
The aperture of water conservancy switch 1, water conservancy switch 2 and water conservancy switch 3.
Preferably, the device that first monitoring device includes monitoring water body liquid level (such as can be liquid level sensor, liquid
Position meter, liquid-level switch etc.), the device for monitoring water quality (such as can be Water quality detector, online COD monitors, online
TSS monitors, online BOD monitors, online TN monitors, online TP monitors, online NH3-N monitors, online ammonia nitrogen prison
Survey instrument, electrode, conductivity meter etc.), the device for monitoring water body total amount (such as can be the electronic headstock gear with function of measuring
Deng), the device (such as rainfall gauge) of rainfall is monitored, monitors at least one of device (such as timer) of time.
Preferably, first monitoring device may be provided in shunting device well body or shunting device well according to type demand
In vitro.For example, the device of monitoring water body liquid level and the device of monitoring water quality are arranged in shunting device well body, rainfall is monitored
Device be arranged on outside shunting device well body, monitoring water body total amount device be arranged in shunting device well body water conservancy switch
On, the device for monitoring the time is arranged in shunting device well body or outside well body.
Preferably, the shunting device can be slot type, weir Shi Huocao weirs formula shunting device；
According to the present invention, the water conservancy switch 1,2 and 3 are identical or different, are independently from each other valve, gate, flap valve
Or weir gate；Preferably upper open type gate, bottom-open type gate, bottom-open type weir gate, rotation weir gate, floating drum cut-off equipment, gate valve, butterfly
Valve, ball valve, lift rubber clack dam check-valves or the flap valve that dams.
According to the present invention, the shunting device can be one or more；When the shunting device for it is multiple when, to its
Mounting means and permutation and combination method on the house steward of interflow do not limit, and do not cause beneficial to shunting and land used anxiety.
According to the present invention, the online rainwater treatment facility is selected from online rainwater treatment pond, inclined-plate clarifying basin, tube settling
Pond, flocculation basin, efficient settling pit, artificial swamp, pass through any of pond and integrated equipment for wastewater treatment or two or more groups
Close.
Preferably, the quantity and mounting means of the online rainwater treatment facility are not particularly limited, can be according to each area
The rain dirt pollution condition and land used situation in domain are adjusted.
According to the present invention, the system also includes rainwater pretreatment system；It can be incorporated on the Storm-water sewer, or
By the Storm-water sewer.
According to the present invention, the rainwater pretreatment system includes shunting well, rain water filtering device, particle separator, cylinder mistake
One in filter, rainwater separator, hydrocyclone, osmotic cell, magnetic separating device, medium filter, online processing pond
Kind is a variety of；
Preferably, the rainwater pretreatment system also includes regulate and store facility and/or cut-off equipment and/or flow control dress
Put.
According to the present invention, the rainwater pretreatment system includes shunting well, cut-off equipment, volume control device, rainwater mistake
Filter, facility of regulating and storing, the shunting well are arranged on the Storm-water sewer on the town road, when the shunting well is slot type
When, it is not provided with cut-off equipment；
For on front side of shunting well, the first delivery port of shunting well opening position is on rear side of shunting well at shunting well water inlet position；
The water inlet of the shunting well connects with the Storm-water sewer on the town road on front side of the shunting well, described
First delivery port of shunting well connects with the Storm-water sewer on the town road on rear side of the shunting well, the cut-off equipment
It is arranged on the first water outlet of the shunting well；Second water outlet of the shunting well sets volume control device, described
The other end of volume control device is sequentially connected with rain water filtering device, facility of regulating and storing, the delivery port and sewage of the facility of regulating and storing
Pipeline communication.
According to the present invention, the rainwater pretreatment system includes shunting well, cut-off equipment, particle separator, cylinder filtering
Device, the shunting well are arranged on the Storm-water sewer on the town road, when the shunting well is slot type, are not provided with damming
Device；
For on front side of shunting well, the first delivery port of shunting well opening position is on rear side of shunting well at shunting well water inlet position；
The water inlet of the shunting well connects with the Storm-water sewer on the town road on front side of the shunting well, described
First delivery port of shunting well connects with the Storm-water sewer on the town road on rear side of the shunting well, the cut-off equipment
It is arranged on the first water outlet of the shunting well；Second delivery port of the shunting well and particle separator, cylinder filter
It is sequentially connected, the delivery port of the cylinder filter connects with the Storm-water sewer on the town road on rear side of the shunting well
It is logical.
According to the present invention, the rainwater pretreatment system includes shunting well, cut-off equipment, hydrocyclone, infiltration
Pond and volume control device, the shunting well are arranged on the Storm-water sewer on the town road, when the shunting well is groove
During formula, cut-off equipment is not provided with；
For on front side of shunting well, the first delivery port of shunting well opening position is on rear side of shunting well at shunting well water inlet position；
The water inlet of the shunting well connects with the Storm-water sewer on the town road on front side of the shunting well, described
First delivery port of shunting well connects with the Storm-water sewer on the town road on rear side of the shunting well, the cut-off equipment
It is arranged on the first water outlet of the shunting well；Second water outlet of the shunting well sets volume control device, described
The other end of volume control device is sequentially connected with hydrocyclone, osmotic cell, the water penetration in the osmotic cell
To underground.
According to the present invention, the rainwater pretreatment system includes shunting well, cut-off equipment, magnetic separating device, osmotic cell, Jie
Mass filter, the shunting well are arranged on the Storm-water sewer on the town road, when the shunting well is slot type, are not set
Put cut-off equipment；
For on front side of shunting well, the first delivery port of shunting well opening position is on rear side of shunting well at shunting well water inlet position；
The water inlet of the shunting well connects with the Storm-water sewer on the town road on front side of the shunting well, described
First delivery port of shunting well connects with the Storm-water sewer on the town road on rear side of the shunting well, the cut-off equipment
It is arranged on the first water outlet of the shunting well；Second delivery port of the shunting well and magnetic separating device, osmotic cell, medium
Filter is sequentially connected, and the delivery port of the medium filter is done with the rainwater on the town road on rear side of the shunting well
Pipe connects.
According to the present invention, the rainwater pretreatment system includes the first shunting well, the second shunting well, cut-off equipment, online
Processing pond and volume control device, first shunting well are arranged on the Storm-water sewer on the town road, when described
When one shunting well is slot type, cut-off equipment is not provided with；
For on front side of shunting well, first the first delivery port of shunting well opening position is shunting well at first shunting well water inlet position
Rear side；
The water inlet of first shunting well and the Storm-water sewer on the town road on front side of first shunting well
Connection, the first delivery port of first shunting well and the Storm-water sewer on the town road on rear side of first shunting well
Connection, the cut-off equipment are arranged on the first water outlet of first shunting well；Second water outlet of first shunting well
Mouth is connected with the water inlet of second shunting well, and the first delivery port of second shunting well and one end of sewage conduct connect
Connect, the other end of sewage conduct is connected with sewage treatment plant；Second delivery port of second shunting well and online processing pond
Water inlet connects, and the delivery port of online processing pond connects with the Storm-water sewer on the town road on rear side of first shunting well
It is logical；
The volume control device is arranged on the second water outlet of the first shunting well or is separately positioned on the second shunting well
The first water outlet and the second shunting well the second water outlet.
Preferably, the cut-off equipment is fixed weir；Or water conservancy switch.
One or more rainwater pretreatment systems, or multiple rainwater can be set according to the present invention, on the Storm-water sewer
The combination of pretreatment system；
According to the present invention, when the group that multiple rainwater pretreatment systems or multiple rainwater pretreatment systems are set on Storm-water sewer
During conjunction, the distance between combination of adjacent two rainwater pretreatment systems or two rainwater pretreatment systems is 0.2-1 kilometers.
According to the present invention, the outlet pipe of the sewage treatment plant is connected with natural water.
According to the present invention, the system also includes biofilter, and it can be arranged on the outlet pipe of sewage treatment plant.
According to the present invention, the biofilter can be one or more.
The present invention also provides the control method of the combined drainage system of sewage and rainwater as described above, methods described bag
Include：
During fine day, shunting device handles the sewage separation for entering interflow house steward to trunk sewer into sewage treatment plant；
During rainfall, shunting device handles early-stage rainwater and sewage separation to trunk sewer into sewage treatment plant, by
Later stage rainwater branches to online rainwater treatment facility and handled；When rainfall is larger, online rainwater treatment facility is branched to
When rainwater exceedes its disposal ability, middle and later periods rainwater is branched into Storm-water sewer.
Preferably, method of the invention also includes：
During fine day, water conservancy switch 1 is opened, and water conservancy switch 2 is closed, and water conservancy switch 3 is closed, and it is total that shunting device will enter interflow
The sewage separation of pipe is handled to trunk sewer into sewage treatment plant；
During rainfall, water conservancy switch 1 is opened, and water conservancy switch 2 is closed, and water conservancy switch 3 is closed, shunting device by early-stage rainwater and
Sewage separation is handled to trunk sewer into sewage treatment plant；When the rainwater for branching to sewage treatment plant exceedes its maximum processing energy
During power, water conservancy switch 3 is opened, and middle and later periods rainwater is branched into online rainwater treatment facility and handled, is discharged after the completion of processing
To natural water；
When heavy showers, when come water exceed online rainwater treatment facility maximum processing capability when, shunting device liquid level
It will rise, when rising to warning line, water conservancy switch 2 is opened, and middle and later periods rainwater is branched into Storm-water sewer.
Beneficial effects of the present invention
(1) system architecture of the invention is simple, it is convenient to build, and need to only be built in the limited region in old town or villages within the city
Facility is shunted to can be achieved to the efficient process of sewage and early-stage rainwater in old town or villages within the city region.
(2) for the present invention by the way that shunting facility is arranged in old town or villages within the city region, floor space is small, may be disposed at
Underground, the reconstruction significantly to old town or villages within the city region interior conduit is effectively prevented from, solves old town or villages within the city and use
The problem of ground anxiety.
(3) connected for the unconspicuous old town of early-stage rainwater feature or villages within the city area, the present invention on shunting facility
Online rainwater treatment facility, discharges after middle and later periods rainwater is handled, can accurately shunt, and is also avoided that because of region initial stage
The situation that middle and later periods rainwater caused by rainwater feature unobvious pollutes to natural water.
(4) the shunting processing in source of the present invention, excessively stream time of the early-stage rainwater from ground to shunting device greatly shorten, from
And reduce this source region such as old town or probability that villages within the city's later stage rainwater mixes with early-stage rainwater, retention or the initial stage collected
Rainwater concentration will be higher, and it is very high to cut dirty efficiency.
(5) when end cuts dirty, the deposition of duct bottom can influence the characteristic of early-stage rainwater, allow the characteristic of early-stage rainwater to become
Unobvious, but source wastewater interception pipe is shorter, and the influence of deposition can be ignored substantially, and early-stage rainwater feature becomes very bright
It is aobvious.
(6) when end cuts dirty, pipeline distance is longer, and the breakage of pipeline can cause pipeline Groundwater infiltration on the way, can dilute
The concentration of early-stage rainwater, a certain proportion of secondary water will be contained by intercepting a certain amount of early-stage rainwater to early-stage rainwater；But in source
Head cuts dirt, can be ignored substantially because pipeline is shorter, the problem of pipe network, the early-stage rainwater concentration of interception will also carry significantly
It is high.
Brief description of the drawings
Fig. 1 is the combined drainage system of sewage and rainwater in a kind of control villages within the city of the embodiment of the present invention 1；
Each reference implication is as follows：A-villages within the city, A-1-interflow house steward, B-1-trunk sewer, B-2-rainwater are done
Pipe, 1-natural water, 2-sewage treatment plant, 3-shunting well, 4-online rainwater treatment pond, 5-1-bottom-open type gate, 5-
2-bottom-open type gate, 6-bottom-open type weir gate, 7-biofilter, 8-waterpower particle separator and cylinder filter.
Embodiment
Further detailed description is done to present system below in conjunction with specific embodiment.It should be appreciated that following reality
Apply example and be merely illustrative the ground description and interpretation present invention, and be not necessarily to be construed as limiting the scope of the invention.It is all to be based on
In the range of the technology that the above of the present invention is realized is encompassed by it is contemplated that protecting.
Embodiment 1
The combined drainage system of sewage and rainwater in control villages within the city as shown in Figure 1, including villages within the city A, villages within the city A
Inside it is provided with interflow house steward A-1；Trunk sewer B-1 and Storm-water sewer B-2 are provided with town road；Storm-water sewer B-2 end
End connection natural water 1, trunk sewer B-1 end connection sewage treatment plant 2；Entering for shunting well 3 is connected on the house steward A-1 of interflow
Water end (W.E.), the shunting well 3 have three delivery ports, and one is connected with trunk sewer B-1；One is connected with Storm-water sewer B-2；One
It is connected with online rainwater treatment pond 4；Bottom-open type gate 5-1 is set before the outlet being connected in shunting well 3 with trunk sewer B-1, with
Bottom-open type weir gate 6 is set before outlet connected Storm-water sewer B-2, opened under being set before the outlet being connected with online rainwater treatment pond 4
Formula gate 5-2；The outlet in online rainwater treatment pond 4 is connected with Storm-water sewer B-2.
Biofilter 7 is set on the outlet pipe of the sewage treatment plant 2.
The combination of multiple waterpower particle separators and cylinder filter 8, each two group are set on the Storm-water sewer B-2
The distance between conjunction is 0.3 kilometer.
The system also includes control system, and the control system includes being used for the liquid level sensor 3-1 for monitoring shunting well 3
The control unit being connected with its signal；Described control unit and bottom-open type gate 5-1, bottom-open type weir gate 6 and bottom-open type gate
5-2 signals connect；The liquid level sensor 3-1 is used for monitoring signals and the signal of monitoring is conveyed into control unit, and control is single
Member controls bottom-open type gate 5-1, bottom-open type weir gate 6 and bottom-open type gate 5-2 aperture according to the signal of reception.
Embodiment 2
The method handled using the system of embodiment 1 villages within the city's sewage and rainwater is：
During fine day, control unit controls bottom-open type gate 5-1 to open according to the signal of reception, and bottom-open type weir gate 6 is closed, under
Open type gate 5-2 is closed, and the sewage separation for entering interflow house steward A-1 to trunk sewer B-1 is entered sewage treatment plant by shunting well 3
2 processing；
During rainfall, control unit controls bottom-open type gate 5-1 to open according to the signal of reception, and bottom-open type weir gate 6 is closed, lock
Door 5-2 is closed, and shunting well 3 handles early-stage rainwater and sewage separation to trunk sewer B-1 into sewage treatment plant 2；Work as shunting
When exceeding its maximum processing capability to the sewage of sewage treatment plant 2, control unit controls bottom-open type gate according to the signal of reception
5-2 is opened, and middle and later periods rainwater is branched into online rainwater treatment pond 4 and handled, natural water 1 is discharged into after the completion of processing；
When heavy showers, when come water exceed online rainwater treatment pond 4 maximum processing capability when, the liquid level of shunting well 3 will
It can rise, when rising to warning line, control unit controls bottom-open type weir gate 6 to open according to the signal of reception, by the middle and later periods
Rainwater branches to Storm-water sewer B-2.
Specifically, when the system includes control system, the liquid level sensor in the control system is mainly used in monitoring
Water body liquid level, normal water level H1, the warning line H2 of shunting well 3 of shunting well 3 are set in the control unit of the system；It is described
Method comprises the following steps：
1a) water body enters shunting well 3 from water inlet, monitors water body in the well body of shunting well 3 in real time by liquid level sensor
Liquid level H；
2a) work as H<During H1, bottom-open type gate 5-1 is in opening, and bottom-open type gate 5-2 and bottom-open type weir gate 6 are in
Closed mode；
3a) as H1≤H<During H2, bottom-open type gate 5-1 and bottom-open type gate 5-2 are in opening, bottom-open type weir gate 6
It is closed；
4a) as H >=H2, bottom-open type gate 5-1, bottom-open type gate 5-2 and bottom-open type weir gate 6 are in opening.
The above described is only a preferred embodiment of the present invention, not the structure of the present invention is done any formal
Limitation.Any simple modification, equivalent change and modification that every technical spirit according to the present invention is made to above example,
In the range of still falling within technical scheme.
Claims (10)
1. the combined drainage system of a kind of sewage and rainwater, including：Trunk sewer on town road, the trunk sewer
Outlet is provided with sewage treatment plant；
Storm-water sewer on town road, the end of the Storm-water sewer are connected with natural water；
The interflow house steward of unit area, its outlet are connected with the trunk sewer；It is characterized in that：
Shunting device is set on the interflow house steward, and the water inlet end of the shunting device connects with interflow house steward；
The shunting device has three delivery ports, and its first delivery port is connected with trunk sewer, the second delivery port and Storm-water sewer
It is connected；3rd delivery port is connected with the water inlet of online rainwater treatment facility；The delivery port of the online rainwater treatment facility with
Storm-water sewer is connected.
2. the combined drainage system of sewage as claimed in claim 1 and rainwater, it is characterised in that the unit area is city
With the soil region for including building and structures of function and usage Attribute transposition in city region, preferably in old town or city
Village；
Preferably, the area of the unit area is 0.01-0.6 square kilometres, also preferably 0.01-0.3 square kilometres；
Preferably, the Storm-water sewer is original Storm-water sewer on town road；
Or when there is no Storm-water sewer on the town road, a Storm-water sewer being laid on town road.
3. the combined drainage system of sewage as claimed in claim 1 or 2 and rainwater, it is characterised in that the shunting device
Selected from shunting well, abandoned stream well or Vatch basin；
Preferably, water conservancy is set to switch on the delivery port of shunting device；
Preferably, water conservancy switch is respectively provided with each delivery port；Water conservancy is set to switch 1 in first delivery port；Described
Second delivery port sets water conservancy to switch 2；Water conservancy is set to switch 3 in the 3rd delivery port.
4. the combined drainage system of the sewage and rainwater as described in claim any one of 1-3, it is characterised in that the system
Also include control system, the control unit that the control system includes the first monitoring device, is connected with its signal；The control is single
Member switchs 3 signals with water conservancy switch 1, water conservancy switch 2 and water conservancy and is connected；First monitoring device is used for monitoring signals and will prison
The signal of survey is conveyed to control unit, and control unit controls water conservancy switch 1, water conservancy switch 2 and water conservancy to open according to the signal of reception
Close 3 aperture；
Preferably, the device that first monitoring device includes monitoring water body liquid level (such as can be liquid level sensor, liquid level
Meter, liquid-level switch etc.), the device for monitoring water quality (such as can be Water quality detector, online COD monitors, online TSS
Monitor, online BOD monitors, online TN monitors, online TP monitors, online NH3-N monitors, online NH 3
Instrument, electrode, conductivity meter etc.), the device (such as can be electronic headstock gear with function of measuring etc.) of monitoring water body total amount,
The device (such as rainfall gauge) of rainfall is monitored, monitors at least one of device (such as timer) of time；
Preferably, first monitoring device may be provided in shunting device well body or shunting device well body according to type demand
Outside；For example, the device of monitoring water body liquid level and the device of monitoring water quality are arranged in shunting device well body, rainfall is monitored
Device is arranged on outside shunting device well body, and the device of monitoring water body total amount is arranged on the water conservancy switch in shunting device well body,
The device of monitoring time is arranged in shunting device well body or outside well body.
5. the combined drainage system of the sewage and rainwater as described in claim any one of 1-4, it is characterised in that the shunting
Equipment can be slot type, weir Shi Huocao weirs formula shunting device；
Preferably, the water conservancy switch 1,2 and 3 are identical or different, are independently from each other valve, gate, flap valve or weir gate；
Preferably upper open type gate, bottom-open type gate, bottom-open type weir gate, rotation weir gate, floating drum cut-off equipment, gate valve, butterfly valve, ball valve,
Lift rubber clack dams check-valves or the flap valve that dams；
Preferably, the shunting device can be one or more；When the shunting device is multiple, to it in interflow house steward
On mounting means and permutation and combination method do not limit, do not cause beneficial to shunting and land used anxiety.
6. the combined drainage system of the sewage and rainwater as described in claim any one of 1-5, it is characterised in that described online
Rainwater treatment facility is selected from online rainwater treatment pond, inclined-plate clarifying basin, tube settler, flocculation basin, efficient settling pit, Manual moist
Ground, pass through any of pond and integrated equipment for wastewater treatment or two or more combinations.
Preferably, the quantity and mounting means of the online rainwater treatment facility are not particularly limited, can be according to each region
Rain dirt pollution condition and land used situation are adjusted.
7. the combined drainage system of the sewage and rainwater as described in claim any one of 1-6, it is characterised in that the system
Also include rainwater pretreatment system；It is incorporated on the Storm-water sewer, or by the Storm-water sewer；
Preferably, the rainwater pretreatment system includes shunting well, rain water filtering device, particle separator, cylinder filter, rainwater
One or more in separator, hydrocyclone, osmotic cell, magnetic separating device, medium filter, online processing pond；
Preferably, the rainwater pretreatment system also includes regulate and store facility and/or cut-off equipment and/or volume control device；
Preferably, the rainwater pretreatment system includes shunting well, cut-off equipment, volume control device, rain water filtering device, regulated and stored
Facility, the shunting well are arranged on the Storm-water sewer on the town road, when the shunting well is slot type, are not provided with cutting
Flow device；
Preferably, on front side of shunting well, the first delivery port of shunting well opening position is on rear side of shunting well at shunting well water inlet position；
Preferably, the water inlet of the shunting well connects with the Storm-water sewer on the town road on front side of the shunting well,
First delivery port of the shunting well connects with the Storm-water sewer on the town road on rear side of the shunting well, described to dam
Device is arranged on the first water outlet of the shunting well；Second water outlet of the shunting well sets volume control device,
The other end of the volume control device is sequentially connected with rain water filtering device, facility of regulating and storing, the delivery port of the facility of regulating and storing with
Sewage conduct connects.
Preferably, the rainwater pretreatment system include shunting well, cut-off equipment, particle separator, cylinder filter, described point
Stream well is arranged on the Storm-water sewer on the town road, when the shunting well is slot type, is not provided with cut-off equipment；
Preferably, on front side of shunting well, the first delivery port of shunting well opening position is on rear side of shunting well at shunting well water inlet position；
Preferably, the water inlet of the shunting well connects with the Storm-water sewer on the town road on front side of the shunting well,
First delivery port of the shunting well connects with the Storm-water sewer on the town road on rear side of the shunting well, described to dam
Device is arranged on the first water outlet of the shunting well；Second delivery port of the shunting well and particle separator, cylinder mistake
Filter is sequentially connected, the delivery port of the cylinder filter and the Storm-water sewer on the town road on rear side of the shunting well
Connection；
Preferably, the rainwater pretreatment system includes shunting well, cut-off equipment, hydrocyclone, osmotic cell and flow
Control device, the shunting well are arranged on the Storm-water sewer on the town road, when the shunting well is slot type, are not set
Put cut-off equipment；
Preferably, on front side of shunting well, the first delivery port of shunting well opening position is on rear side of shunting well at shunting well water inlet position；
Preferably, the water inlet of the shunting well connects with the Storm-water sewer on the town road on front side of the shunting well,
First delivery port of the shunting well connects with the Storm-water sewer on the town road on rear side of the shunting well, described to dam
Device is arranged on the first water outlet of the shunting well；Second water outlet of the shunting well sets volume control device,
The other end of the volume control device is sequentially connected with hydrocyclone, osmotic cell, the water in the osmotic cell
Infiltrate into underground；
Preferably, the rainwater pretreatment system includes shunting well, cut-off equipment, magnetic separating device, osmotic cell, media filtration
Device, the shunting well are arranged on the Storm-water sewer on the town road, when the shunting well is slot type, are not provided with damming
Device；
Preferably, on front side of shunting well, the first delivery port of shunting well opening position is on rear side of shunting well at shunting well water inlet position；
Preferably, the water inlet of the shunting well connects with the Storm-water sewer on the town road on front side of the shunting well,
First delivery port of the shunting well connects with the Storm-water sewer on the town road on rear side of the shunting well, described to dam
Device is arranged on the first water outlet of the shunting well；Second delivery port of the shunting well and magnetic separating device, osmotic cell,
Medium filter is sequentially connected, the delivery port of the medium filter and the rain on the town road on rear side of the shunting well
Water conduit tube connects.
Preferably, the rainwater pretreatment system include the first shunting well, the second shunting well, cut-off equipment, online processing pond and
Volume control device, first shunting well are arranged on the Storm-water sewer on the town road, when first shunting well
For slot type when, be not provided with cut-off equipment；
Preferably, on front side of shunting well, first the first delivery port of shunting well opening position is point at the first shunting well water inlet position
Flow on rear side of well；
Preferably, the water inlet of first shunting well is done with the rainwater on the town road on front side of first shunting well
Pipe is connected, and the first delivery port of first shunting well is done with the rainwater on the town road on rear side of first shunting well
Pipe connects, and the cut-off equipment is arranged on the first water outlet of first shunting well；The second of first shunting well goes out
The mouth of a river is connected with the water inlet of second shunting well, and the first delivery port of second shunting well and one end of sewage conduct connect
Connect, the other end of sewage conduct is connected with sewage treatment plant；Second delivery port of second shunting well and online processing pond
Water inlet connects, and the delivery port of online processing pond connects with the Storm-water sewer on the town road on rear side of first shunting well
It is logical；
Preferably, the volume control device is arranged on the second water outlet of the first shunting well or is separately positioned on the second shunting
First water outlet of well and the second water outlet of the second shunting well；
Preferably, the cut-off equipment is fixed weir；Or water conservancy switch；
Preferably, one or more rainwater pretreatment systems, or multiple rainwater pretreatment system can be set on the Storm-water sewer
The combination of system；
Preferably, when setting the combination of multiple rainwater pretreatment systems or multiple rainwater pretreatment systems on Storm-water sewer, phase
The distance between adjacent combination of two rainwater pretreatment systems or two rainwater pretreatment systems is 0.2-1 kilometers.
8. the combined drainage system of the sewage and rainwater as described in claim any one of 1-7, it is characterised in that the sewage
The outlet pipe for the treatment of plant is connected with natural water；
Preferably, the system also includes biofilter, and it can be arranged on the outlet pipe of sewage treatment plant；
Preferably, the biofilter can be one or more.
9. the control method of the combined drainage system of sewage and rainwater as described in claim any one of 1-8, its feature exist
In methods described includes：
During fine day, shunting device handles the sewage separation for entering interflow house steward to trunk sewer into sewage treatment plant；
During rainfall, shunting device handles early-stage rainwater and sewage separation to trunk sewer into sewage treatment plant, by the middle and later periods
Rainwater branches to online rainwater treatment facility and handled；When rainfall is larger, the rainwater of online rainwater treatment facility is branched to
During more than its disposal ability, middle and later periods rainwater is branched into Storm-water sewer.
10. the control method of the combined drainage system of sewage as claimed in claim 9 and rainwater, it is characterised in that described
Method also includes：
During fine day, water conservancy switch 1 is opened, and water conservancy switch 2 is closed, and water conservancy switch 3 is closed, and shunting device will enter and collaborate house steward's
Sewage separation is handled to trunk sewer into sewage treatment plant；
During rainfall, water conservancy switch 1 is opened, and water conservancy switch 2 is closed, and water conservancy switch 3 is closed, and shunting device is by early-stage rainwater and sewage
Trunk sewer is branched to handle into sewage treatment plant；When the rainwater for branching to sewage treatment plant exceedes its maximum processing capability
When, water conservancy switch 3 is opened, and middle and later periods rainwater is branched into online rainwater treatment facility and handled, is discharged into after the completion of processing
Natural water；
When heavy showers, when come water exceed online rainwater treatment facility maximum processing capability when, shunting device liquid level will
Rise, when rising to warning line, water conservancy switch 2 is opened, and middle and later periods rainwater is branched into Storm-water sewer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201710917682.6A CN107806155A (en) | 2017-09-30 | 2017-09-30 | A kind of combined drainage system and control method of sewage and rainwater |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710917682.6A CN107806155A (en) | 2017-09-30 | 2017-09-30 | A kind of combined drainage system and control method of sewage and rainwater |
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| CN201710917682.6A Pending CN107806155A (en) | 2017-09-30 | 2017-09-30 | A kind of combined drainage system and control method of sewage and rainwater |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472429A (en) * | 2020-04-13 | 2020-07-31 | 河海大学 | Urban combined pipe network rainy-day overflow pollution control system |
| CN112392116A (en) * | 2020-11-23 | 2021-02-23 | 广东宏丰建设工程有限公司 | Drainage system based on town road confluence tubulation net |
| CN113931283A (en) * | 2021-12-16 | 2022-01-14 | 北京清源华建环境科技有限公司 | Sewage treatment method for coping with overproof and excessive source sewage |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04265329A (en) * | 1991-02-21 | 1992-09-21 | Hazama Gumi Ltd | Rain-water disposal method of sewerags system, and construction method of rain-water disposal equipment and rain-water retardation pipe line |
| CN205557760U (en) * | 2015-12-30 | 2016-09-07 | 重庆龙健金属制造有限公司 | Distribution of rain and sewage system |
| CN106592735A (en) * | 2016-12-30 | 2017-04-26 | 武汉圣禹排水系统有限公司 | Separate-zone rainwater flow, regulation and storage, and on-line treatment system with obvious initial rainwater feature under separate system and mixed flow system |
| CN106638889A (en) * | 2016-12-30 | 2017-05-10 | 武汉圣禹排水系统有限公司 | Un-obvious initial rain characteristic online fragment treatment discharge system under combined system or mixed system and control method of discharge system |
| CN106978840A (en) * | 2017-05-10 | 2017-07-25 | 武汉圣禹排水系统有限公司 | A kind of face groundwater pollution control for drainage system pipe network system |
| CN106988401A (en) * | 2017-05-10 | 2017-07-28 | 武汉圣禹排水系统有限公司 | A kind of face groundwater pollution control for combined flow system pipe network system |
| CN107190842A (en) * | 2017-05-27 | 2017-09-22 | 武汉圣禹排水系统有限公司 | A kind of control method for shunting of accurately being removed contamination for rainwater |
| CN207760988U (en) * | 2017-09-30 | 2018-08-24 | 武汉圣禹排水系统有限公司 | A kind of combined drainage system of sewage and rainwater |
-
2017
- 2017-09-30 CN CN201710917682.6A patent/CN107806155A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04265329A (en) * | 1991-02-21 | 1992-09-21 | Hazama Gumi Ltd | Rain-water disposal method of sewerags system, and construction method of rain-water disposal equipment and rain-water retardation pipe line |
| CN205557760U (en) * | 2015-12-30 | 2016-09-07 | 重庆龙健金属制造有限公司 | Distribution of rain and sewage system |
| CN106592735A (en) * | 2016-12-30 | 2017-04-26 | 武汉圣禹排水系统有限公司 | Separate-zone rainwater flow, regulation and storage, and on-line treatment system with obvious initial rainwater feature under separate system and mixed flow system |
| CN106638889A (en) * | 2016-12-30 | 2017-05-10 | 武汉圣禹排水系统有限公司 | Un-obvious initial rain characteristic online fragment treatment discharge system under combined system or mixed system and control method of discharge system |
| CN106978840A (en) * | 2017-05-10 | 2017-07-25 | 武汉圣禹排水系统有限公司 | A kind of face groundwater pollution control for drainage system pipe network system |
| CN106988401A (en) * | 2017-05-10 | 2017-07-28 | 武汉圣禹排水系统有限公司 | A kind of face groundwater pollution control for combined flow system pipe network system |
| CN107190842A (en) * | 2017-05-27 | 2017-09-22 | 武汉圣禹排水系统有限公司 | A kind of control method for shunting of accurately being removed contamination for rainwater |
| CN207760988U (en) * | 2017-09-30 | 2018-08-24 | 武汉圣禹排水系统有限公司 | A kind of combined drainage system of sewage and rainwater |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472429A (en) * | 2020-04-13 | 2020-07-31 | 河海大学 | Urban combined pipe network rainy-day overflow pollution control system |
| CN112392116A (en) * | 2020-11-23 | 2021-02-23 | 广东宏丰建设工程有限公司 | Drainage system based on town road confluence tubulation net |
| CN113931283A (en) * | 2021-12-16 | 2022-01-14 | 北京清源华建环境科技有限公司 | Sewage treatment method for coping with overproof and excessive source sewage |
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