CN105672444B - Rainwater division processing system based on combined system pipe network - Google Patents
Rainwater division processing system based on combined system pipe network Download PDFInfo
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- CN105672444B CN105672444B CN201610086648.4A CN201610086648A CN105672444B CN 105672444 B CN105672444 B CN 105672444B CN 201610086648 A CN201610086648 A CN 201610086648A CN 105672444 B CN105672444 B CN 105672444B
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- rainwater
- wall
- water inlet
- storage pond
- pipe
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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
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/001—Methods, systems, or installations for draining-off sewage or storm water into a body of water
-
- 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
-
- 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
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/102—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins using already existing parts of the sewer system for runoff-regulation
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/10—Dividing the first rain flush out of the stormwater flow
Abstract
The present invention relates to rainwater preconditioning technique field, and in particular to a kind of rainwater division processing system based on combined system pipe network.Pipe network region includes rainwater branch pipe, branch sewer and common sewer, whole pipe network region is rainwater treatment subregion of the area between 0.2~4 square kilometre by mesh generation, each rainwater treatment subregion includes a rainwater branch pipe, branch sewer and rainwater division processing unit, rainwater division processing unit has water inlet, outlet of sewer and pure water inlet, the delivery port of rainwater branch pipe and branch sewer connects with the rainwater division processing unit water inlet in the rainwater treatment subregion in each rainwater treatment subregion, the outlet of sewer of rainwater division processing unit connects with common sewer, pure water inlet is connected with natural water.The method handled using burst, establishes multiple minitype rain water multidomain treat-ment units along pipe network, avoids first the problem of including later stage rainwater in the rain caused by pipe network far point and near point concentration time difference, rainwater treatment works well.
Description
Technical field
The present invention relates to rainwater preconditioning technique field, and in particular to a kind of rainwater division processing based on combined system pipe network
System.
Background technology
Current social, Development of Urbanization is more and more rapider, and the area in city is increasing, and urban rainwater web frame is more next
More complicated, the processing pressure of urban rainwater processing system is increasing.At present, Urban Rainwater Pipe Networks are divided into three kinds：Separate system, conjunction
Stream system and mixed flow system.
Traditional combined system pipe network rain processing system is as shown in figure 1, it uses a big rain processing system to be responsible for
A piece of very big watershed, because watershed is excessive, rainwater is not fully taken into account on pipeline or rainwash
Time delay, early-stage rainwater and later stage rainwater is caused largely to mix.For example, certain city is close to the ground of urban sewage treatment system
Area has built storage pond, it is assumed that urban rainwater of the M areas in storage pond 1Km, M areas is directly discharged to adjust by pipe network
Reservoir, the time that city initial rainwater regional M is fully discharged into storage pond is T1.For beyond the region apart from storage pond
Area farther out, it is assumed that N areas are 10km apart from the air line distance of storage pond, and the city initial rainwater in N areas is fully discharged into
The time of storage pond is T2, and from the point of view of time length, T2 obviously will be far longer than T1.And being collected when storage pond has expired early-stage rainwater
Afterwards, the rainwater exceeded begins to be automatically discharged into natural water, storage pond since start collect rainwater to natural water
The time of discharge is T3.During actual motion, if only the rainwater emission behaviour for taking M areas into account, i.e. the early-stage rainwater energy in M areas
The clean rainwater of sewage disposal system intermediary and later stages is enough entered by storage pond can be discharged into natural water, it is necessary to which T3 is big
In T1, once exceeding T3, storage pond immediately discharges to natural water, and now N areas flow to the rainwater of storage pond and still polluted
Very serious early-stage rainwater, i.e. T3 are less than T2, and very serious pollution can be undoubtedly caused to natural water discharge.
If only the rainwater emission behaviour in view of N areas, i.e. T3 is more than T2, and the early-stage rainwater in that N areas can lead to
Cross storage pond to enter in urban sewage treatment system, handled well.But for M areas, M areas have largely
Later stage clean rainwater also storage pond discharge N area early-stage rainwater time in be discharged into urban sewage treatment system
In, such emission behaviour can cause very big processing pressure to urban sewage system.In addition, M regional with N during actual motion
The pipe network in area is generally connection situation, and due to the difference of distance, the delay on road acts on, and the early-stage rainwater in N areas may
The later stage clean rainwater in serious pollution M areas, also results in the unreasonable of rainwater emission behaviour.
Because first rain largely mixes with later stage rainwater, if to realize regulating and storing completely to the region early-stage rainwater, need
Build a bulky large-scale storage pond 8, cause cost too high, its regulate and store effect also due to just rain and later stage rainwater it is mixed
Close and substantially reduce.
Some places are also provided with multiple storage ponds and rainwater are handled, but the quantity of storage pond does not consider when setting
Between foregoing far point and near point the problem of concentration time difference, therefore its first rain still has showing of largely mixing with later stage rainwater
As rainwater treatment effect is still undesirable with economic benefit.
The content of the invention
In order to solve the above technical problems, the invention provides a kind of rainwater treatment effect preferably based on combined system pipe network
Rainwater division processing system.
The technical scheme is that：A kind of rainwater division processing system based on combined system pipe network, pipe network region includes
Rainwater branch pipe, branch sewer and common sewer, whole pipe network region by mesh generation be area between 0.2~4 square kilometre
Rainwater treatment subregion, each rainwater treatment subregion includes a rainwater branch pipe, a branch sewer and a rainwater point
Area's processing unit, the rainwater division processing unit have water inlet, outlet of sewer and pure water inlet, each rainwater treatment subregion
The delivery port of interior rainwater branch pipe and branch sewer connects with the rainwater division processing unit water inlet in the rainwater treatment subregion,
The outlet of sewer of the rainwater division processing unit is connected with common sewer, and pure water inlet is connected with natural water.
Further, the rainwater division processing unit is any one in abandoned stream well, storage pond, Vatch basin.
Further, the rainwater division processing unit structure at least two rainwater treatment subregions is different.
Further, in addition to end storage pond and sewage treatment plant, the end storage pond water inlet and common sewer
End connects, and delivery port connects with sewage treatment plant.
Further, the rainwater division processing unit includes abandoned stream well, and the well body of the abandoned stream well includes mud chamber, floated
The separate chamber of chamber and three, float chamber, the mud chamber connect abandoned stream well water inlet pipe, and the buoyancy tank room, float chamber are common
With connection abandoned stream well outlet pipe, the float chamber connects abandoned stream well abandoned stream pipe, and the abandoned stream pipe mouth of pipe of the abandoned stream well is respectively lower than
Water inlet pipe, the outlet pipe mouth of pipe, the first overfall is provided between the mud chamber and buoyancy tank room, between the mud chamber and float chamber
The second overfall is provided with, the area of first overfall is less than the area of the second overfall, and first overfall, second are overflow
Head piece is above the abandoned stream pipe mouth of pipe, and buoyancy tank is provided with the buoyancy tank room, is communicated with the float chamber to the abandoned stream of abandoned stream pipe
Passage and the ball float that can cover abandoned stream passway, the weight of the buoyancy tank are more than the weight of ball float, the buoyancy tank and ball float it
Between connected by transmission device.
Further, orthogonal the first barricade second gear wall arranged vertically is set in the well body of the abandoned stream well,
Mud chamber, a part, the second barricade and the well body inwall of first barricade are surrounded between first barricade and well body inwall
Between surround buoyancy tank room, surround float chamber between another part of first barricade, the second barricade and well body inwall, described
One overfall is opened in a part for the first barricade, and second overfall is opened on another part of the first barricade.
Further, the rainwater division processing unit includes the buffer pool connected with common sewer, the buffer pool
Drain outlet end is provided with flow control valve, and the first rain storage pond communicated therewith, online processing are provided with by the buffer pool
Storage pond and urgent flood discharge passage；Just rain is provided with the side wall wall that rain storage pond shares with the buffer pool described just to regulate and store
Pond water inlet；Online processing storage pond is provided with the side wall wall that the online processing storage pond shares with the buffer pool to enter
The mouth of a river；Urgent flood discharge passage water inlet is provided with the side wall wall that the urgent flood discharge passage shares with the buffer pool；Institute
State and be provided with weir gate or hydraulic gate on just rain storage pond water inlet and the urgent flood discharge passage water inlet；It is described online
The water inlet lowest water level line A for handling storage pond water inlet is more than or equal to the water inlet highest of the just rain storage pond water inlet
Waterline B；The water inlet maximum water level C of the online processing storage pond water inlet is less than or equal to the urgent flood discharge passage
The water inlet lowest water level line D of water inlet.
Further, the just rain storage pond passes through the 4th wall of the side wall wall perpendicular to the buffer pool, second
Wall and the 3rd wall of side wall wall and the side wall wall of the buffer pool parallel to the buffer pool surround, it is described
Line processing storage pond is surrounded by the side wall wall of the buffer pool, the first wall, the 3rd wall and the 4th wall；Described 4th
Gate is provided with wall.
Further, waterpower particle separator, water area and sewage gallery are provided with the online processing storage pond；Institute
State one end that sewage gallery is located at the side wall wall close to the buffer pool；The bottom of pond end face of the sewage gallery less than it is described
Line handles the bottom of pond end face of storage pond；The gradient be present in the bottom of pond of the online processing storage pond and the sewage gallery；It is described
Water area is surrounded by the first wall, the 3rd wall, the 4th wall and the 7th wall；The height of 7th wall is less than or waited
In the height of the 3rd wall；Flap type is installed on the 7th wall and rinses door.
Further, the urgent flood discharge passage by the side wall wall of the buffer pool, the just rain storage pond the
Two walls, the 3rd wall, the first wall and parallel to the buffer pool the 3rd wall the 5th wall and parallel to described
6th wall of the second wall of buffer pool into；The bottom of pond of the urgent flood discharge passage is provided with the gradient；The urgent flood discharge is led to
The drain outlet end connection natural water in road.
Beneficial effects of the present invention：Pipe network is divided into area in 0.2-4 square kilometres of rainwater treatment subregion, Mei Geyu
Water process subregion sets up single rainwater division processing unit, and each rainwater division processing unit is in each rainwater treatment subregion
Rainwater handled.Because rainwater treatment Division area is smaller, in each subregion apart from rainwater division processing unit far point with
The time difference of the rainwater conflux of near point to rainwater division processing unit water inlet is smaller, and the degree of mixing of first rain and later stage rainwater is significantly
Reduce, the obvious processing effect of rainwater improves.In addition, each rainwater treatment subregion passes through respective rainwater division processing unit pair
Rainwater in subregion is handled, and the processing procedure of different subregions rainwater can be carried out simultaneously, greatly improve rainwater treatment
Efficiency.Compared to building total large-scale rainwater regulating pondage system, section absolute construction volume of the invention in whole region
Smaller, first rain collection purity is higher, saves substantial amounts of man power and material, realizes maximization of economic benefit.
Brief description of the drawings
Fig. 1 is the rain processing system structural representation of existing combined system pipe network；
Fig. 2 is schematic structural view of the invention；
Fig. 3 is one of which abandoned stream well construction schematic diagram；
Fig. 4 is Fig. 3 top view；
Fig. 5 is the structural representation of processing unit one of which embodiment in rainwater division of the present invention；
Fig. 6 is Fig. 5 buffer pool structural representations；
Fig. 7 is urgent flood discharge passage X-X sectional schematic diagrams；
Fig. 8 is first rain storage pond Y-Y sectional schematic diagrams；
Fig. 9 is online processing storage pond Z-Z sectional schematic diagrams；
Wherein：1.1. remaining branch sewer of 2. rainwater branch pipe of rainwater treatment subregion 3. of far point rainwater treatment subregion 1.2.
4. 5. common sewer of rainwater division processing unit, 6. sewage treatment plant, 7. natural water, the 8. large-scale end of storage pond 9. is regulated and stored
The ball float 17. first of 14. buoyancy tank room, 15. float chamber of pond 10. well body, 11. water inlet pipe, 12. outlet pipe, 13. mud chamber 16.
The barricade of 18. abandoned stream pipe of buoyancy tank, 19. first 20. second overfall of overfall, 21. spilled water hole, 22. assembly pulley 23. first
24. the buffer pool of 28. collecting pipe of the second barricade 25. abandoned stream passage, 26. dry season sewage overflow mouth, 27. buoyancy tank limited block 29.
Just 30. rain storage pond 32. handles the urgent flood discharge passage 34. of storage pond 33. just rain storage pond to flow control valve 31. online
Water inlet 35. surge rotation weir gate 36. handle the urgent waterpower of flood discharge passage water inlet 38. of storage pond water inlet 37. online
The waterpower particle of 42. collecting-tank of self-shooter 39. self-cleaning horizontal grate, 40. gate, 41. intelligent wash device 43. separates
Device, 44. flap types rinse the wall of 45. water area of door, 46. sewage gallery 47. first；48. the wall of the second wall 49. the 3rd
50. the weir gate of the 5th 54. 55. second buoyancy tank of rotating shaft of the 6th the 7th wall of wall 53. of wall 52. of the 4th wall 51. 56.
Plate.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, all other reality that those of ordinary skill in the art obtain under the premise of creative work is not made
Apply example and belong to the scope of protection of the invention.
The structural representation of the rainwater division processing system based on combined system pipe network is illustrated in figure 2, the system includes pipe
Rainwater branch pipe 2, branch sewer 3 in web area and the common sewer 5 connected with sewage treatment plant 6.Press net in whole pipe network region
Multiple rainwater treatment subregions of lattice division, rainwater treatment subregion include the far point rainwater treatment point farthest apart from sewage treatment plant 6
Area 1.1 and remaining rainwater treatment subregion 1.2, remaining rainwater treatment subregion 1.2 is interior to be provided with collecting pipe 28.Each rainwater treatment subregion
Area between 0.2~4 square kilometre, 2, branch sewers of a rainwater branch pipe are included in each rainwater treatment subregion
3 and a rainwater division processing unit 4.Rainwater division processing unit 4 can be any in abandoned stream well, Vatch basin, storage pond
It is a kind of.The structure of rainwater division processing unit 4 at least in two rainwater treatment subregions is different.
It is that abandoned stream well illustrates with rainwater division processing unit 4, the structure of abandoned stream well has a variety of, can realize the present invention
All abandoned streams well of function should all fall in the scope of the present invention, be as shown in Figure 3-4 the knot of abandoned stream well one of which embodiment
Structure schematic diagram.The abandoned stream well of the present invention includes well body 10, and mud chamber 13, buoyancy tank room 14 and float chamber 15 are set in the well body 10
Three separate chambers, precipitation Room 13 connection water inlet pipe 11, the buoyancy tank room 14, float chamber 15 connect water outlet jointly
Pipe 12, the float chamber 15 connect abandoned stream pipe 18, and the mouth of pipe of abandoned stream pipe 18 is respectively lower than water inlet pipe 11, the mouth of pipe of outlet pipe 12,
The first overfall 19 is provided between the mud chamber 13 and buoyancy tank room 14, second is provided between the mud chamber 13 and float chamber 15
Overfall 20, the area of first overfall 19 are less than the area of the second overfall 20, and first overfall 19, second overflows
Head piece 20 is above the mouth of pipe of abandoned stream pipe 18, is provided with the first buoyancy tank 17 in the buoyancy tank room 14, is communicated with the float chamber 15
To abandoned stream pipe 18 abandoned stream passage 25 and abandoned stream can be led to the ball float 16 of 25 road junctions covering, the weight of first buoyancy tank 17 is more than
The weight of ball float 16, connected between first buoyancy tank 17 and ball float 16 by transmission device.
In above-mentioned technical proposal, orthogonal the first barricade 23 arranged vertically and second gear are set in the well body 10
Wall 24, mud chamber 13, a part, the second gear of first barricade 23 are surrounded between first barricade 23 and the inwall of well body 10
Buoyancy tank room 14, another part of first barricade 23, the second barricade 24 and well body 10 are surrounded between wall 24 and the inwall of well body 10
Float chamber 15 is surrounded between inwall.First overfall 19 is opened in a part for the first barricade 23, second overfall
20 are opened on another part of the first barricade 23.
In above-mentioned technical proposal, the bottom of the second overfall 20 is provided with dry season sewage overflow mouth 26, the dry season sewage
Overfall 26 opens up less than the second overfall 20.Dry flow sewage during fine day enters accurate abandoned stream well by water inlet pipe 11, heavy
After shallow lake room 13 is precipitated, float chamber 15 is entered by dry flow sewage overfall 26, then discharge by abandoned stream pipe 18.Due to dry flow sewage
The height of overfall 26 is less than the second overfall 20 and the first overfall 19, and dry flow sewage will not enter buoyancy tank room 14, can avoid floating
The spilled water hole 21 of chamber 14 blocks.
In above-mentioned technical proposal, the attachment means include connecting rope, and described connecting rope one end is fixed with the first buoyancy tank 17,
The other end is fixed through assembly pulley 103 with ball float 16.
In above-mentioned technical proposal, bottom is provided with spilled water hole 21, the spilled water hole between the buoyancy tank room 14 and float chamber 15
21 aperture is less than the area of outlet pipe 12 and the mouth of pipe of abandoned stream pipe 18.
In above-mentioned technical proposal, the inner bottom part of buoyancy tank room 14 is provided with buoyancy tank limited block 27.
Rainwater of the present invention enters accurate abandoned stream well by water inlet pipe 11, after being precipitated in mud chamber 13, passes through the first overfall
19th, the second overfall 20 respectively enters buoyancy tank room 14 and float chamber 15.First buoyancy tank 17 passes through the phase of assembly pulley 103 with ball float 16
Even.Because the weight of buoyancy tank 14 is more than the weight of ball float, the first buoyancy tank 17 is in extreme lower position under original state, and at ball float 16
In extreme higher position (i.e. opening), if beginning to rain, just rain can pass through the abandoned stream of abandoned stream pipe 18.When rainfall gradually increases,
Water level in buoyancy tank room 14 gradually rises, and reaches and stops abandoned stream water level, and now the first buoyancy tank 17 is issued to highest in buoyancy
Position, and ball float 16 reaches extreme lower position (i.e. closed mode).Because ball float 16 blocks abandoned stream passage 25, now rainwater can be floating
Assemble in ball room 15, when water level is increased at outlet pipe 13 in float chamber 15, rainwater is discharged from outlet pipe 13, and now rainwater has been
Become more clean, reached the effect of pretreatment.This device needs periodic maintenance, the mud cleared up in mud chamber.Wherein,
One overfall 19, the openings of sizes ratio of the second overfall 20 and stopping abandoned stream water level, can be according to the first rainfall of different situations
Volume settings.
Rainwater division processing unit 4 can also be another rainwater treatment structure, and the structure includes being connected with common sewer 5
Buffer pool 29；The drain outlet end of buffer pool 29 is provided with flow control valve 30, and the bottom of pond of buffer pool 29 is provided with 1% slope
Degree, flow rate control gate 30 are made up of flow sensor and electric gate valve, and usually flow rate control gate sets a constant stream
Amount, ensure that the sewage in common sewer 5 enters sewage treatment plant with a constant flow；It is provided with by buffer pool 29 and connects with it
Logical first rain storage pond 31, online processing storage pond 32 and urgent flood discharge passage 33；First rain storage pond 31 passes through first rain storage pond
Water inlet 34 connects with buffer pool 29；The rotation weir gate 35 that surges is provided with first rain storage pond water inlet 34；Online processing is regulated and stored
Pond 32 is connected by handling storage pond water inlet 36 online with buffer pool 29；Urgent flood discharge passage 33 is entered by urgent flood discharge passage
The mouth of a river 37 connects with buffer pool 29；Hydro-automatic gate 38 is provided with urgent flood discharge passage water inlet 37；Online processing is regulated and stored
The water inlet lowest water level line A of pond water inlet 36 is equal to the water inlet maximum water level B of first rain storage pond water inlet 34；Online place
The water inlet maximum water level C for managing storage pond water inlet 36 is equal to the water inlet lowest water level line of urgent flood discharge passage water inlet 37
D.Wherein, the weir gate or hydraulic gate set on first rain storage pond water inlet 34 and the urgent flood discharge passage water inlet 37 is not
Concrete structure in certain simply the present embodiment, as long as but the weir gate or hydraulic gate can be according in the buffer pools 29
The water level of first rain amount of rainfall, which is realized, to be opened and closed automatically.
Wherein, buffer pool structural representation as shown in Figure 6 is understood, inlet end and the interflow tubing giving sufficient strength 1 of buffer pool 29
The connection of sewage effluent end, the water outlet end connection sewage treatment plant of buffer pool 29, the water outlet end of buffer pool 29 is provided with
To ensure the flow control valve of sewerage discharging flow, it is provided with what is connected with first rain storage pond 31 in the side wall of buffer pool 29
First rain storage pond water inlet 34, is provided with self-cleaning horizontal grate 39 at the first rain storage pond water inlet 34 and the rotation weir gate that surges
35, the rotation weir gate 35 that surges includes the oil cylinder of the first side of rain storage pond water inlet 34 of fixed setting, hydraulic oil cylinder driving end and door-plate one
Side end face is hinged；Another side end face of door-plate is hinged on the just opposite side of rain storage pond water inlet 34 by rotary shaft, is driven by oil cylinder
Dynamic, door-plate can be swung centered on rotary shaft, so that just rain storage pond water inlet 34 is turned on and off, the present embodiment
Oil cylinder may be equipped with automatic control system, automatic control system can be automatically controlled according to the height of water level cylinder efficient with
It is no, and then automatically control just rain storage pond water inlet 34 and be turned on and off, reach the purpose of full automation.Buffer pool 29
Side wall on be additionally provided with the online processing storage pond water inlet 36 that connects of processing storage pond 32 online, handle storage pond online
Self-cleaning horizontal grate 39 is installed at water inlet 36；It is additionally provided with the side wall of buffer pool 29 and is connected with urgent flood discharge passage 33
Urgent flood discharge passage water inlet 37, be provided with Hydro-automatic gate 38 at urgent flood discharge passage water inlet 37.Wherein self-cleaning
Horizontal grate 39 includes framework, horizontal grille strip, cylinder bracket, the second hydraulic jack and the rake teeth being fixed on framework, oil cylinder
Support includes fixing end and movable end, between fixing end is fixed on framework below vertically, movable end totally four, is vertically arranged at
On framework, upper and lower side and the framework of movable end are slidably connected, and are connected between four movable ends by connecting rod.Second hydraulic jack water
Flat to be symmetricly set in fixing end both sides, the cylinder base of oil cylinder is fixed in fixing end, and piston rod is fixed on movable end, with
The work of second hydraulic jack, the alternative movable end of piston rod slide along framework is horizontal.Rake teeth is longitudinally uniformly distributed on movable end,
It is corresponding with grille strip.
From the urgent flood discharge passage X-X sectional schematic diagrams shown in Fig. 5 and Fig. 7, urgent flood discharge passage 33 is by described
The side wall wall of buffer pool 29, just second wall 48 of rain storage pond 31, the 3rd wall 49, the first wall 47 and parallel
Surrounded in the 5th wall 51 of the 3rd wall 49 of buffer pool 29 and parallel to the 6th wall 52 of the second wall 48 of buffer pool；
The bottom of pond of urgent flood discharge passage 33 is provided with the gradient；The drain outlet end connection natural water of urgent flood discharge passage 33.Promptly let out
Hydro-automatic gate 38 is provided with the urgent flood discharge passage water inlet 37 of big vast passage 33, Hydro-automatic gate 38 includes being arranged at
Rotating shaft 54, the second buoyancy tank 55 and weir gate plate 56, described buoyancy tank 55 in water channel are fixed on rotary shaft 54 by buoyancy tank support arm
One end, described weir gate plate 56 is fixed in rotary shaft 54 by weir gate plate support arm, and buoyancy tank 55 and weir gate plate 56 are positioned at rotation
The homonymy of rotating shaft 54.Its operation principle is：The buoyancy tank room of buoyancy tank room intakes open height by being calculated, when in buoyancy tank room
Height of water level when reaching the height of buoyancy tank room water inlet, the buoyancy suffered by buoyancy tank 55 just overcomes its gravity, and buoyancy tank 55 can
Float.When raining in torrents, the water level in the water channel of rain drainage pipe is begun to ramp up, the height that the water before weir gate is gradually accumulated
, it is necessary to carry out flood discharge to rainwater when covering the height of buoyancy tank room water inlet.Now the rainwater moment in water channel pours into buoyancy tank room, and
It is concordant with the height of buoyancy tank room water inlet in moment.Now its gravity of the buoyancy overcoming of buoyancy tank, buoyancy tank float up.Due to buoyancy tank
55 and weir gate plate 56 be all integrally fixed in rotary shaft, and rotary shaft can rotate between two water channel side walls, and due to weir gate
Plate 56 is located at the homonymy of rotary shaft with buoyancy tank 55, so weir gate plate 56 moves upwards under the drive of rotary shaft, weir gate reaches wink
Between open.Due to all being intercepted using lower orientation draining, floating object by weir gate plate, it is therefore prevented that the pollution of water body.When water channel
When water level declines gradually, there is no water entrance in buoyancy tank room, the water in buoyancy tank room passes through the small-bore buoyancy tank in the side wall of buoyancy tank room
Room delivery port is discharged slowly, and the liquid level in buoyancy tank room slowly declines, and buoyancy is gradually reduced, and buoyancy tank 55 slowly sinks, weir gate plate
56 slowly close under the drive of rotary shaft, slower due to closing, and can prevent the damage of weir gate plate.Weir gate plate after closing
It is in close contact with weir gate sealing ring, realizes good sealing.The early-stage rainwater for flowing into urgent flood discharge passage 33 is directly discharged to
Natural water.
From the first rain storage pond Y-Y sectional schematic diagrams shown in Fig. 5 and Fig. 8, first rain storage pond 31 passes through perpendicular to institute
State the of the 4th wall 50 of the side wall wall of buffer pool 29, the second wall 48 and the side wall wall parallel to the buffer pool 29
The side wall wall of three walls 49 and the buffer pool 29 surrounds.Intelligent wash device 41 is additionally provided with first rain storage pond 31；
Intelligent wash device 41 includes automation control system, liquid level sensor, flusher and submersible sewage pump；Flusher includes water
Pump, water outlet pipe assembly and motor；Connected between water pump and water outlet pipe assembly by the swivel joint that can be rotated along the horizontal plane；Water outlet
Pipe assembly is connected with machine shaft；The pivot of machine shaft and swivel joint is located on same vertical curve；Liquid level sensor,
Motor, submersible sewage pump and water pump electrically connect with automation control system.Automation control system control submersible sewage pump regulates and stores first rain
The water in pond is outwards extracted out, and first rain, which is regulated and stored when pool water level is begun to decline, controls flusher to be stirred and consolidate first rain storage pond bottom
Determine direction flushing, when water level decreasing is to preset height in rain storage pond originally, automation control system controls flusher to first
Rain storage pond carries out spin rinse.First rain regulate and store water emptying when, automation control system control flusher is regulated and stored to first rain
Pond carries out spin rinse；After spin rinse terminates, automation control system controls flusher to carry out stain to first rain storage pond
Fixed point is rinsed；After the flusher terminates to first rain storage pond progress spin rinse, the first rain storage pond bottom of camera collection
Picture, and the picture signal is passed into automation control system, automation control system carries out intelligence to first rain storage pond bottom of pond
Net region division can be changed, if just there is stain in rain storage pond bottom, according to stain position and the coordinate relation of flusher,
The anglec of rotation needed for water pump water outlet lift and flusher is controlled, point-to-point cleaning is carried out to stain position.First rain storage pond 31
Inside it is provided with collecting-tank 42；Bottom of pond end face of the bottom of pond end face of the collecting-tank 42 less than the just rain storage pond 31.First rain is adjusted
The gradient be present in reservoir 31 and the bottom of pond of the collecting-tank 42.
From the online processing storage pond Z-Z sectional schematic diagrams shown in Fig. 5 and Fig. 9, the online storage pond 32 that handles passes through
The side wall wall of the buffer pool 29, the first wall 47, the 3rd wall 49 and the 4th wall 50 surround；Set on 4th wall 50
There is gate 40.Waterpower particle separator 43 is provided with online processing storage pond 32, flap type rinses door 44, water area 45 and dirt
Water gallery 46；Water area 45 is surrounded by the first wall 47, the 3rd wall 49, the 4th wall 50 and the 7th wall 53；7th wall
The height of body 53 is less than or equal to the height of the 3rd wall 49；Flap type is installed on the 7th wall 53 and rinses door 44；Online place
The gradient be present in the bottom of pond of reason storage pond 32 and sewage gallery 46；And waterpower particle separator 43 includes support and water fender；Gear
Water plate, which is parallel to each other, to be connected on the support；Inclination angle be present with horizontal direction in water fender；It is connected with above water fender described
Water-carrying groove.First rain storage pond 31 is connected with the online processing storage pond 32 by gate 40.Online processing storage pond 32 filters
Rainwater afterwards overflows to natural water by water-carrying groove.
By mesh generation it is multiple small rainwater division processing units 4 by whole pipe network region, realizes at the burst to rainwater
Reason.This processing mode greatly shortens the receipts of the far point of rainwater division processing unit 4 and near point rainwater because pipe network route is short
Collect the time difference, it is therefore prevented that the mixing of first rain and later stage rainwater, so that the treatment effect of rainwater is more good.And each rainwater
Multidomain treat-ment unit 4 can be handled rainwater simultaneously, and rainwater treatment efficiency greatly improves.
The foregoing is only a specific embodiment of the invention, it is noted that any those skilled in the art exist
Disclosed herein technical scope in, the change or replacement that can readily occur in, should all cover protection scope of the present invention it
It is interior.
Claims (9)
1. a kind of rainwater division processing system based on combined system pipe network, pipe network region includes rainwater branch pipe (2), branch sewer
(3) and common sewer (5), be characterized in that：Whole pipe network region is area between 0.2~4 square kilometre by mesh generation
Rainwater treatment subregion, each rainwater treatment subregion includes a rainwater branch pipe (2), a branch sewer (3) and one
Rainwater division processing unit (4), the rainwater division processing unit (4) have water inlet, outlet of sewer and pure water inlet, each
In rainwater treatment subregion the delivery port of rainwater branch pipe (2) and branch sewer (3) with the rainwater division in the rainwater treatment subregion
Processing unit (4) water inlet connects, and the outlet of sewer of the rainwater division processing unit (4) connects with common sewer (5), water purification
Outlet is connected with natural water (7), and the rainwater division processing unit (4) includes the buffer pool connected with common sewer (5)
(29), the drain outlet end of the buffer pool (29) is provided with flow control valve (30), is provided with by the buffer pool (29)
The first rain storage pond (31) that communicates therewith, storage pond (32) and urgent flood discharge passage (33) are handled online；The just rain storage pond
(31) just rain storage pond water inlet (34) is provided with the side wall wall shared with the buffer pool (29)；The online processing is adjusted
Online processing storage pond water inlet (36) is provided with the side wall wall that reservoir (32) shares with the buffer pool (29)；It is described tight
Urgent flood discharge passage water inlet (37) is provided with the side wall wall that anxious flood discharge passage (33) shares with the buffer pool (29)；Institute
State and be provided with weir gate or hydraulic gate on just rain storage pond water inlet (34) and the urgent flood discharge passage water inlet (37)；
The water inlet lowest water level line (A) of the online processing storage pond water inlet (36) is more than the just rain storage pond water inlet (34)
Water inlet maximum water level (B)；The water inlet maximum water level (C) of the online processing storage pond water inlet (36) is less than institute
State the water inlet lowest water level line (D) of urgent flood discharge passage water inlet (37).
2. the rainwater division processing system based on combined system pipe network as claimed in claim 1, it is characterised in that：The rainwater point
Area's processing unit (4) is any one in abandoned stream well, storage pond, Vatch basin.
3. the rainwater division processing system based on combined system pipe network as claimed in claim 1, it is characterised in that：At least two institutes
Rainwater division processing unit (4) structure stated in rainwater treatment subregion is different.
4. the rainwater division processing system based on combined system pipe network as claimed in claim 1, it is characterised in that：Also include end
Storage pond (9) and sewage treatment plant (6), end storage pond (9) water inlet connect with common sewer (5) end, delivery port
Connected with sewage treatment plant (6).
5. the rainwater division processing system based on combined system pipe network as claimed in claim 2, it is characterised in that：The rainwater point
Area's processing unit (4) includes abandoned stream well, and the well body (10) of the abandoned stream well includes mud chamber (13), buoyancy tank room (14) and float chamber
(15) three separate chambers, the mud chamber (13) connect abandoned stream well water inlet pipe, the buoyancy tank room (14), float chamber
(15) connection abandoned stream well outlet pipe (12), the float chamber (15) connect abandoned stream well abandoned stream pipe (18) jointly, the abandoned stream well
Abandoned stream pipe (18) mouth of pipe is respectively lower than water inlet pipe (11), outlet pipe (12) mouth of pipe, the mud chamber (13) and buoyancy tank room (14) it
Between be provided with the first overfall (19), be provided with the second overfall (20) between the mud chamber (13) and float chamber (15), described
The area of one overfall (19) is less than the area of the second overfall (20), first overfall (19), the second overfall (20)
Be above abandoned stream pipe (18) mouth of pipe, be provided with buoyancy tank (17) in the buoyancy tank room (14), the float chamber (15) is interior be communicated with to
The abandoned stream passage (25) of abandoned stream pipe (18) and the ball float (16) that abandoned stream passway covers, the weight of the buoyancy tank (17) can be more than
The weight of ball float (16), it is connected between the buoyancy tank (17) and ball float (16) by transmission device.
6. the rainwater division processing system based on combined system pipe network as claimed in claim 5, it is characterised in that：The abandoned stream well
Well body (10) in orthogonal the first barricade (23) and the second barricade (24) arranged vertically, first barricade are set
(23) surround mud chamber (13) between well body (10) inwall, the part of first barricade (23), the second barricade (24) with
Buoyancy tank room (14), another part, the second barricade (24) and the well body of first barricade (23) are surrounded between well body (10) inwall
(10) float chamber (15) is surrounded between inwall, first overfall (19) is opened in a part for the first barricade (23), described
Second overfall (20) is opened on another part of the first barricade (23).
7. the rainwater division processing system based on combined system pipe network as claimed in claim 6, it is characterised in that：The just rain is adjusted
Reservoir (31) by the 4th wall (50) of the side wall wall perpendicular to the buffer pool (29), the second wall (48) and parallel to
3rd wall (49) of the side wall wall of the buffer pool (29) and the side wall wall of the buffer pool (29) surround, it is described
The side wall wall, the first wall (47), the 3rd wall (49) and the 4th that line processing storage pond (32) passes through the buffer pool (29)
Wall (50) surrounds；Gate (40) is provided with 4th wall (50).
8. the rainwater division processing system based on combined system pipe network as claimed in claim 7, it is characterised in that：The online place
Waterpower particle separator (43), water area (45) and sewage gallery (46) are provided with reason storage pond (32)；The sewage gallery
(46) it is located at one end of the side wall wall close to the buffer pool (29)；The bottom of pond end face of the sewage gallery (46) is less than described
The bottom of pond end face of online processing storage pond (32)；The bottom of pond of the online processing storage pond (32) and the sewage gallery (46) is equal
The gradient be present；The water area (45) passes through the first wall (47), the 3rd wall (49), the 4th wall (50) and the 7th wall
(53) surround；The height of 7th wall (53) is less than or equal to the height of the 3rd wall (49)；7th wall
(53) flap type is installed on and rinses door (44).
9. the rainwater division processing system based on combined system pipe network as claimed in claim 8, it is characterised in that：It is described promptly to let out
Big vast passage (33) passes through the side wall wall of the buffer pool (29), just the second wall (48) of rain storage pond (31), the 3rd
The 5th wall (51) peace of wall (49), the first wall (47) and the 3rd wall (49) parallel to the buffer pool (29)
Row surrounds in the 6th wall (52) of the second wall (48) of the buffer pool；The bottom of pond of the urgent flood discharge passage (33) is set
There is the gradient；The drain outlet end connection natural water of the urgent flood discharge passage (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610086648.4A CN105672444B (en) | 2016-02-15 | 2016-02-15 | Rainwater division processing system based on combined system pipe network |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610086648.4A CN105672444B (en) | 2016-02-15 | 2016-02-15 | Rainwater division processing system based on combined system pipe network |
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| CN105672444B true CN105672444B (en) | 2018-03-02 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105888031A (en) * | 2016-04-26 | 2016-08-24 | 武汉圣禹排水系统有限公司 | Rainwater partition split-flow system based on combined system pipe network |
| CN106545069A (en) * | 2016-12-09 | 2017-03-29 | 南京工业大学 | A kind of series connection of improvement city black and odorous water cuts dirt and receives pipe method |
| 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 |
| CN110847518B (en) * | 2019-11-21 | 2021-03-19 | 江苏环保产业技术研究院股份公司 | Industrial factory building initial rainwater collecting and processing system and collecting and processing method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2005256433A (en) * | 2004-03-11 | 2005-09-22 | Jfe Engineering Kk | Treated sewage and rainwater sending and draining system |
| DE202009010367U1 (en) * | 2009-07-31 | 2009-11-26 | Medam, Jürgen | Device for separating rainwater from chemically, biologically and / or toxic polluted wastewater |
| JP5657583B2 (en) * | 2012-02-02 | 2015-01-21 | 株式会社東芝 | Sewage treatment system |
| CN102776949A (en) * | 2012-08-14 | 2012-11-14 | 上海市城市建设设计研究总院 | Separately-built type rainwater storage system |
| CN104763038B (en) * | 2015-04-10 | 2016-04-13 | 浙江省水利水电勘测设计院 | A kind of early-stage rainwater stream abandoning system and abandoned stream method thereof |
| CN205475586U (en) * | 2016-02-15 | 2016-08-17 | 武汉圣禹排水系统有限公司 | Rainwater subregion processing system based on confluence tubulation net |
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Address after: No. 509 Weihu Road, Shamao Street, Hannan District, Wuhan City, Hubei Province, 430090 Patentee after: Wuhan Shengyu Smart Ecological Environmental Protection Co.,Ltd. Address before: 430056 zhuanyang science and Technology Industrial Park, Wuhan Economic and Technological Development Zone, Wuhan City, Hubei Province Patentee before: WUHAN SHENGYU DRAINAGE SYSTEM Co.,Ltd. |