CN205475585U - Rainwater reposition of redundant personnel, regulation and processing system of reposition of redundant personnel system - Google Patents
Rainwater reposition of redundant personnel, regulation and processing system of reposition of redundant personnel system Download PDFInfo
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- CN205475585U CN205475585U CN201620118605.5U CN201620118605U CN205475585U CN 205475585 U CN205475585 U CN 205475585U CN 201620118605 U CN201620118605 U CN 201620118605U CN 205475585 U CN205475585 U CN 205475585U
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Abstract
The utility model discloses a rainwater reposition of redundant personnel, regulation and processing system of reposition of redundant personnel system, it includes the buffer pool, the water inlet intercommunication is crossed to the buffer pool bypass has first rain regulation pond, online processing regulation pond and urgent flood discharge passageway, just all be provided with weir door or water conservancy gate on rain regulation pond water inlet and the urgent flood discharge passageway water inlet, the water inlet lowest water level line and buffer pool bottom of the pool looks parallel and level of first rain regulation pond water inlet, the water inlet lowest water level line of online processing regulation pond water inlet is more than or equal to the water inlet highest water level line of rain regulation pond water inlet just, the water inlet highest water level line of online processing regulation pond water inlet is less than or equal to the water inlet lowest water level line of urgent flood discharge passageway water inlet. The utility model discloses simple structure, convenient to use, its sewage that not only can purify among the city reposition of redundant personnel system sewer line has greatly improved the city treatment effeciency of rain just moreover.
Description
Technical field
This utility model relates to the rain processing system of a kind of separate system, belongs to rainwater treatment technology
Field, particularly relates to the rainwater shunting of a kind of separate system, regulates and stores and processing system.
Background technology
In prior art, the filtration, purification of early-stage rainwater in the separate system pipeline of city is mainly used
Be Vatch basin or abandoned stream well or first rain storage pond, although after the said equipment purifies
Early-stage rainwater can reduce the pollution to environment of the rain water pollutant, but, owing to city shunts
In tubing giving sufficient strength, each pipeline is different apart from the distance of first rain purification apparatus, thus can cause away from
Sewage pollution in first rain purification apparatus pipeline farther out be cleaned after distance
The phenomenon of sewage in the pipeline that just rain purification apparatus is nearer, so cannot effectively accomplish to hold
Continuous efficient to the filtration, purification of sewage in the separate system pipeline of city.
Summary of the invention
The defect existed for above-mentioned prior art, the technical problems to be solved in the utility model is
The rainwater providing a kind of separate system shunts, regulates and stores and processing system, and it is not only simple in structure, and
And can the continuously and effectively first rain in filtration, purification city separate system pipeline.
For solving above-mentioned technical problem, this utility model have employed the rainwater of such a separate system
Shunting, regulate and store and processing system, it includes the Buffer Pool connected with the rain pipe of separate system pipeline；
First rain storage pond, the online treatment storage pond and urgent communicated therewith it is provided with by described Buffer Pool
Flood discharge passage；At the beginning of being provided with on the sidewall body of wall that described just rain storage pond and described Buffer Pool share
Rain storage pond water inlet；The sidewall body of wall that described online treatment storage pond shares with described Buffer Pool
On be provided with online treatment storage pond water inlet；Described urgent flood discharge passage is with described Buffer Pool altogether
Sidewall body of wall on be provided with urgent flood discharge passage water inlet；Described just rain storage pond water inlet
It is provided with weir gate or hydraulic gate with on described urgent flood discharge passage water inlet；Described just rain
Flush at the bottom of the water inlet lowest water level line of storage pond water inlet and Buffer Pool pond；Described online place
The water inlet lowest water level line of reason storage pond water inlet enters more than or equal to described just rain storage pond
The water inlet maximum water level at the mouth of a river；The water inlet of described online treatment storage pond water inlet is the highest
Waterline is less than or equal to the water inlet lowest water level line of described urgent flood discharge passage water inlet.
In a kind of preferred embodiment of the present utility model, also set up in described just rain storage pond
There is intelligent wash device；Described just rain storage pond is by being perpendicular to the sidewall body of wall of described Buffer Pool
The first body of wall, the second body of wall and be parallel to described Buffer Pool sidewall body of wall the 3rd body of wall with
And the sidewall body of wall of described Buffer Pool surrounds.
In a kind of preferred embodiment of the present utility model, it is provided with in described just rain storage pond
Intelligent wash device, collecting-tank, self-cleaning horizontal grate；Described collecting-tank is located close to described
One end of the sidewall body of wall of Buffer Pool；The pond bottom face of described collecting-tank is regulated and stored less than described just rain
The pond bottom face in pond；The gradient is all there is at the bottom of the pond of described just rain storage pond and described collecting-tank；Institute
State self-cleaning horizontal grate and be installed on the first rain storage pond water inlet of described just rain storage pond.
In a kind of preferred embodiment of the present utility model, described online treatment storage pond passes through
The sidewall body of wall of described Buffer Pool, described just the first body of wall of rain storage pond, the 3rd body of wall, with
And be positioned in the middle part of described just rain storage pond and be perpendicular to described Buffer Pool sidewall body of wall the 4th
Body of wall surrounds；It is provided with flow control valve on described 4th body of wall.
In a kind of preferred embodiment of the present utility model, set in described online treatment storage pond
It is equipped with waterpower particle separator and sewage gallery；Described sewage gallery is located close to described Buffer Pool
One end of the sidewall body of wall of 2；The pond bottom face of described sewage gallery is adjusted less than described online treatment
The pond bottom face of reservoir；All exist at the bottom of the pond of described online treatment storage pond and described sewage gallery
The gradient；It is provided with self-cleaning horizontal grate on described online treatment storage pond water inlet.
In a kind of preferred embodiment of the present utility model, in described online treatment storage pond also
It is provided with water district；Described water district is by the first body of wall, the 3rd body of wall, the 4th body of wall and the
Ten bodies of wall surround；The height of described tenth body of wall is less than or equal to the height of described 3rd body of wall；
Flap type is installed on described tenth body of wall and rinses door.
In a kind of preferred embodiment of the present utility model, set by described online treatment storage pond
It is equipped with the medium filter pond communicated therewith；Be provided with in described medium filter pond multiple efficiently
Rain water filtering device；Described medium filter pond is by the submersible sewage pump in sewage gallery and online treatment
Storage pond connects；Described medium filter pond is by pipeline and urgent flood discharge channel connection.
In a kind of preferred embodiment of the present utility model, institute is passed through in described medium filter pond
The first body of wall stating just rain storage pond, the 7th body of wall being parallel to described first body of wall and vertical
The 8th body of wall and the 9th body of wall in described first body of wall surround.
In a kind of preferred embodiment of the present utility model, on described just rain storage pond water inlet
It is provided with the rotation weir gate that surges；It is provided with hydraulic automatism lock on described urgent flood discharge passage water inlet
Door.
In a kind of preferred embodiment of the present utility model, described urgent flood discharge passage passes through institute
State the sidewall body of wall of Buffer Pool, described just the second body of wall of rain storage pond, the 3rd body of wall, first
Body of wall and be parallel to the 5th body of wall of the 3rd body of wall of described Buffer Pool and be parallel to described slow
6th body of wall of the second body of wall rushing pond surrounds；It is provided with slope at the bottom of the pond of described urgent flood discharge passage
Degree；The drain outlet end connection natural water of described urgent flood discharge passage.
The beneficial effects of the utility model are: rainwater of the present utility model shunts, regulates and stores and process
System structure is simple, easy to use, and it can not only purifying city separate system soil pipe effectively
Sewage in road, and this system automation efficiency is high, can be automatic according to different first rainfall
Select different first rain purification methods, drastically increase the treatment effeciency of city just rain.
Accompanying drawing explanation
Fig. 1 is the rainwater shunting of a kind of separate system of this utility model embodiment, regulates and stores and process system
The structural representation of system；
Fig. 2 is the rainwater shunting of a kind of separate system of this utility model embodiment, regulates and stores and process
The Buffer Pool structural representation of system；
Fig. 3 is the rainwater shunting of a kind of separate system of this utility model embodiment in Fig. 2, regulates and stores
And the urgent flood discharge passage X-X sectional schematic diagram of processing system；
Fig. 4 is the rainwater shunting of a kind of separate system of this utility model embodiment in Fig. 2, regulates and stores
And the first rain storage pond Y-Y sectional schematic diagram of processing system；
Fig. 5 is the rainwater shunting of a kind of separate system of this utility model embodiment in Fig. 2, regulates and stores
And the online treatment storage pond Z-Z sectional schematic diagram of processing system；
In figure: 1-separate system pipeline, 2-Buffer Pool, 3-flow control valve, 4-just rain is regulated and stored
Pond, 5-online treatment storage pond, 6-urgent flood discharge passage, 7-just rain storage pond
Water inlet, 8-surges rotation weir gate, 9-online treatment storage pond water inlet, 10-
Urgent flood discharge passage water inlet, 11-Hydro-automatic gate, 12-self-cleaning
Horizontal grate, 13-medium filter pond, the efficient rain water filtering device of 14-, 15-
Submersible sewage pump, 16-pipeline, 4a-intelligent wash device, 4b-collecting-tank, 5a-
Waterpower particle separator, 5b-flap type rinses door, 5c-water district, 5d-
Sewage gallery, 4-1-the first body of wall, 4-2-the second body of wall, 4-3-the 3rd
Body of wall, 5-1-the 4th body of wall, 6-1-the 5th body of wall, 6-2-the 6th body of wall,
13-1-the 7th body of wall, 13-2-the 8th body of wall, 13-3-the 9th body of wall, 5-2-
Tenth body of wall；11-1-rotating shaft；11-2-buoyancy tank；11-3-weir gate plate.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below
In conjunction with drawings and Examples, this utility model is further elaborated.Should be appreciated that
Specific embodiment described herein, only in order to explain this utility model, is not used to limit this reality
With novel.
Shunted by the rainwater of Fig. 1 a kind of separate system of this utility model embodiment, regulated and stored and process system
The structural representation of system understands, and this utility model mainly includes that be connected with separate system pipeline 1 delays
Rush pond 2；Buffer Pool 2 is other is provided with the first rain storage pond 4 that communicates therewith, online treatment is regulated and stored
Pond 5 and urgent flood discharge passage 6；Just rain storage pond 4 by first rain storage pond water inlet 7 and delays
Rush pond 2 to connect；Just it is provided with the rotation weir gate 8 that surges on rain storage pond water inlet 7；Online place
Reason storage pond 5 is connected with Buffer Pool 2 by online treatment storage pond water inlet 9；Urgent flood discharge
Passage 6 is connected with Buffer Pool 2 by urgent flood discharge passage water inlet 10；Urgent flood discharge passage
Hydro-automatic gate 11 it is provided with on water inlet 10；The just water inlet of rain storage pond water inlet 7
Flush at the bottom of lowest water level line E and Buffer Pool 2 pond；Entering of online treatment storage pond water inlet 9
Mouth of a river lowest water level line A is equal to the water inlet maximum water level B of first rain storage pond water inlet 7；
The water inlet maximum water level C of online treatment storage pond water inlet 9 enters equal to urgent flood discharge passage
The water inlet lowest water level line D at the mouth of a river 10；Just rain storage pond 4 by flow control valve 3 with
Online treatment storage pond 5 connects；Online treatment storage pond 5 is other is provided with medium filter pond
13；Medium filter pond 13 is connected with online treatment storage pond 5 by submersible sewage pump 15；Promptly
Flood discharge passage 6 is connected with medium filter pond 13 by pipeline 16.Wherein, first rain storage pond
The weir gate arranged on water inlet 7 and described urgent flood discharge passage water inlet 10 or hydraulic gate
It is not necessarily the concrete structure in the present embodiment, as long as but this weir gate or hydraulic gate can
To open and close automatically according to the just water level realization of rain amount of rainfall in described Buffer Pool 2.
Wherein, Buffer Pool structural representation as shown in Figure 2 understands, the water inlet of Buffer Pool 2
End connects with the inlet for stom water end of separate system pipeline 1, the sidewall of Buffer Pool 2 is provided with and first rain
The first rain storage pond water inlet 7 of storage pond 4 connection, installs at this first rain storage pond water inlet 7
Having self-cleaning horizontal grate 12 and the rotation weir gate 8 that surges, the rotation weir gate 8 that surges includes fixing
Arranging the oil cylinder of just rain storage pond water inlet 7 side, hydraulic oil cylinder driving end cuts with scissors with door-plate one side end face
Connect；Door-plate opposite side end face is hinged on just rain storage pond water inlet 7 opposite side by rotary shaft,
By hydraulic oil cylinder driving, door-plate can swing centered by rotary shaft, so that just rain is regulated and stored
Pond water inlet 7 is turned on and off, and the oil cylinder of the present embodiment may be equipped with automatic control system,
Whether automatic control system can automatically control cylinder efficient according to the height of water level, and then reaches
Automatically control just rain storage pond water inlet 7 to be turned on and off, reach full automatic purpose.
It is additionally provided with the online treatment connected with online treatment storage pond 5 on the sidewall of Buffer Pool 2 to regulate and store
Pond water inlet 9, is provided with self-cleaning horizontal grate 12 at online treatment storage pond water inlet 9；
It is additionally provided with the urgent flood discharge passage connected with urgent flood discharge passage 6 on the sidewall of Buffer Pool 2 to enter
The mouth of a river 10, is provided with Hydro-automatic gate 11 at urgent flood discharge passage water inlet 10.Wherein certainly
Cleaning horizontal grate 12 include grille strip that framework, level be fixed on framework, cylinder bracket,
Second hydraulic jack and rake teeth, cylinder bracket includes fixing end and movable end, and fixing end is the most solid
On framework below between, movable end totally four, be vertically arranged on framework, movable end
Upper and lower side is slidably connected with framework, is connected by connecting rod between four movable ends.Second hydraulic oil
Cylinder horizontal symmetry is arranged at fixing end both sides, and the cylinder base of oil cylinder is fixed on fixing end, lives
Stopper rod is fixed on movable end, along with the work of the second hydraulic jack, and the alternative movable end of piston rod
Slide along framework level.Rake teeth is longitudinally uniformly distributed on movable end, corresponding with grille strip.
From the urgent flood discharge passage X-X sectional schematic diagram shown in Fig. 1 and Fig. 3, promptly let out
Flood passage 6 by the sidewall body of wall of Buffer Pool 2, the second body of wall 4-2 of first rain storage pond 4,
3rd body of wall 4-3, the first body of wall 4-1 and be parallel to the 3rd body of wall 4-3 of Buffer Pool 2
5th body of wall 6-1 surrounds with the 6th body of wall 6-2 of the second body of wall 4-2 being parallel to Buffer Pool；
It is provided with the gradient at the bottom of the pond of urgent flood discharge passage 6；The drain outlet end of urgent flood discharge passage 6 is even
Logical natural water, is provided with water at the urgent flood discharge passage water inlet 10 of urgent flood discharge passage 6
Power self-shooter 11, is provided with at the urgent flood discharge passage water inlet 10 of urgent flood discharge passage 6
Hydro-automatic gate 11, rotary shaft 11-1 that Hydro-automatic gate 11 includes being arranged in water channel,
Buoyancy tank 11-2 and weir gate plate 11-3, described buoyancy tank 11-2 are fixed on by buoyancy tank support arm
One end of rotary shaft 11-1, described weir gate plate 11-3 is fixed on rotation by weir gate plate support arm
On rotating shaft 11-1, buoyancy tank 11-2 and weir gate plate 11-3 is positioned at the homonymy of rotary shaft 11-1.Its
Operation principle is: the buoyancy tank room water inlet height of buoyancy tank room is by calculated, works as buoyancy tank
When indoor height of water level reaches the height of buoyancy tank room water inlet, the buoyancy suffered by buoyancy tank 11-2
Its gravity, buoyancy tank 11-2 is just overcome to float.When raining in torrents, rain drainage pipe
Water channel in water level begin to ramp up, the height gradually accumulated when the water before weir gate covers buoyancy tank room
During the height of water inlet, need rainwater is carried out flood discharge.Now the rainwater moment in water channel pours into
Buoyancy tank room, and concordant with the height of buoyancy tank room water inlet in moment.The now buoyancy overcoming of buoyancy tank
Its gravity, buoyancy tank floats up.Owing to buoyancy tank 11-2 and weir gate plate 11-3 is integrally fixed at rotation
In rotating shaft, and rotary shaft can rotate between two water channel side walls, again due to weir gate plate 11-3
With the homonymy that buoyancy tank 11-2 is positioned at rotary shaft, so weir gate plate 11-3 is under the drive of rotary shaft
Moving upward, weir gate reaches moment unlatching.Owing to using the draining of lower orientation, floating thing is all
Intercepted by weir gate plate, it is therefore prevented that the pollution of water body.When the water level of water channel declines gradually, buoyancy tank
Indoor no longer have water to enter, and the water of buoyancy tank indoor is by the small-bore buoyancy tank room on the sidewall of buoyancy tank room
Outlet is discharged slowly, and the liquid level of buoyancy tank indoor slowly declines, and buoyancy is gradually reduced, buoyancy tank
11-2 slowly sinks, and weir gate plate 11-3 slowly closes under the drive of rotary shaft, owing to closing
The most slowly, it is possible to prevent the damage of weir gate plate.After closedown, weir gate plate is tight with weir gate sealing ring
Contact, it is achieved that good sealing.The early-stage rainwater flowing into urgent flood discharge passage 6 directly discharges
To natural water.Urgent flood discharge passage 6 end connects medium filter pond 13 by pipeline 16,
Early-stage rainwater after media filtration pond 13 is filtered flows into urgent flood discharge passage 6 also through pipeline 16
Row is to natural water.
From the first rain storage pond Y-Y sectional schematic diagram shown in Fig. 1 and Fig. 4, first rain is regulated and stored
Pond 4 is by being perpendicular to the first body of wall 4-1 of the sidewall body of wall of described Buffer Pool 2, the second body of wall
4-2 and be parallel to the 3rd body of wall 4-3 of sidewall body of wall and the side of Buffer Pool 2 of Buffer Pool 2
Wall body of wall surrounds, and is additionally provided with intelligent wash device 4a in first rain storage pond 4；Intelligent wash
Device 4a includes automation control system, liquid level sensor, flusher；Flusher bag
Include water pump, outlet pipe assembly and motor；Passing through between water pump and outlet pipe assembly can be along the horizontal plane
The swivel joint rotated connects；Outlet pipe assembly is connected with machine shaft；Machine shaft and rotation
The center of rotation of joint is positioned on same vertical curve；Liquid level sensor, motor and water pump all with from
Dynamic networked control systems electrical connection.Just the water in rain storage pond 4 is flowed into by flow control valve 3
Line processes storage pond 5, controls flusher and adjust first rain when first rain storage pond water level begins to decline
Being stirred at the bottom of reservoir rinsing with fixed-direction, in rain storage pond, water level decreasing was high to presetting originally
When spending, automation control system controls flusher and first rain storage pond is carried out spin rinse.Just
When water in rain storage pond 4 empties, automation control system controls flusher and regulates and stores first rain
Pond carries out spin rinse；After spin rinse terminates, automation control system controls flusher pair
Just rain storage pond carries out stain fixed point flushing；First rain storage pond is rotated by described flusher
After flushing terminates, camera collection just rain storage pond bottom field, and this picture signal is transmitted
To automation control system, automation control system is to carrying out intelligent net at the bottom of first rain storage pond pond
Lattice region divides, if there is stain bottom first rain storage pond, then fills with rinsing according to stain position
The coordinate relation put, controls the anglec of rotation needed for water pump water outlet lift and flusher, to stain
Position carries out point-to-point cleaning.Just it is provided with collecting-tank 4b in rain storage pond 4；Described catchment
The pond bottom face of pond 4b is less than the pond bottom face of described just rain storage pond 4.Just rain storage pond 4
The gradient is all there is with at the bottom of the pond of described collecting-tank 4b.
From the online treatment storage pond Z-Z sectional schematic diagram shown in Fig. 1 and Fig. 5, online
Process storage pond 5 by the sidewall body of wall of Buffer Pool 2, the first body of wall of first rain storage pond 4
4-1, the 3rd body of wall 4-3 and be positioned at just in the middle part of rain storage pond 4 and be perpendicular to Buffer Pool 2
The 4th body of wall 5-1 of sidewall body of wall surround；It is provided with flow control valve on 4th body of wall 5-1
3, it is provided with waterpower particle separator 5a in online treatment storage pond 5, flap type rinses door 5b,
Water district 5c and sewage gallery 5d；Water district 5c passes through the first body of wall 4-1, the 3rd body of wall
4-3, the 4th body of wall 5-1 and the tenth body of wall 5-2 surround；The height of the tenth body of wall 5-2 is less than
Or the height equal to the 3rd body of wall 4-3；Flap type is installed on the tenth body of wall 5-2 and rinses door
5b；The gradient is all there is at the bottom of the pond of online treatment storage pond 5 and sewage gallery 5d；And waterpower
Grain separator 5a includes support and water fender；Water fender is parallel to each other and is connected on described support；
There is inclination angle in water fender and horizontal direction；Water fender be connected above described cross tank.Online
Process the rainwater after storage pond 5 filters and overflow to natural water by crossing tank.
When using this utility model:
1., the when of fine day, storm sewer does not has water.
2., when rainy, rainwater enters storm sewer, the water inlet of first rain storage pond water inlet 7
Lowest water level line E is equal with at the bottom of pipe for mouth, and early-stage rainwater will be by rotation weir of surging
Door (the rotation weir gate that now surges is shown in a fully open operation) enters just rain storage pond 4 and enters
Row stores, when the water inlet maximum water level rising to just rain storage pond water inlet 7
During B, the rotation weir gate that surges begins to shut off, and prevents the first rain collected from returning to delay
Rush in pond 2.Now the rainwater in later stage starts from online treatment storage pond water inlet 9
(online treatment storage pond 5 is built with ramp type water to enter online treatment storage pond 5
Power particle separator 5a), after the storage of online storage pond 5 is full, the later stage rain come in
Water through ramp type waterpower particle separator 5a process after overflow and go out to be discharged into nature
Water body.Online treatment storage pond 5 has individual maximum throughput, this maximum throughput pair
The water inlet maximum water level C of the online treatment storage pond water inlet 9 answered, it is ensured that
Rainwater can at least stop 30 seconds after entering online treatment storage pond.If lower raininess
Spend increasing, then continuation is risen by the water level of Buffer Pool 2, when rising to
When line processes the water inlet maximum water level C of storage pond water inlet 9, rainwater will be from
Entering at Hydro-automatic gate 11 buoyancy tank chamber inlet, buoyancy tank floats drive hydraulic automatism
The door-plate of gate 11 rotarily opens, rainwater from urgent flood discharge gallery 6 row to Natural Water
Body, when the water level decreasing of Buffer Pool 2 is less than online treatment storage pond water inlet 9
During water inlet maximum water level C, Hydro-automatic gate 11 is closed.
3., after rainfall terminates, the submersible sewage pump 15 in online treatment storage pond 5 is opened, at the beginning of UNICOM
The flow control valve 3 of rain storage pond 4 and online treatment storage pond 5 is opened, pond
In first raininess be discharged in medium filter pond 13 carry out filtration treatment.Rain was adjusted originally
Water level in reservoir 4 once declines, the flushing device intelligence in first rain storage pond 4
Ejector starts, jet douche, enters oxygen to pond rising pouring, and degrade the COD in pond,
Intelligence injection limit, spray apparatus limit rotates simultaneously, is stirred the rainwater in pond, prevents
Sediment deposition, when rainwater is extracted into and sees at the bottom of pond, intelligence ejector starts to start fixed point
Rinse.It is also equipped with flushing device flap type bottom online treatment storage pond 5 and rinses door
5b, when the rainwater in online treatment storage pond 5 is extracted into and sees at the bottom of pond soon, opens and claps
Gate-type rinses door 5b, utilizes flap type to rinse the water of water district 5c in front of the door at the bottom of pond
Being rinsed, the sewage after flushing flows into sewage gallery 5d, finally by submersible sewage pump 15
It is discharged in medium filter pond 13 carry out filtration treatment, the volume of sewage gallery 5d
If at least twice of water district 5c volume.
It should be appreciated that the above, detailed description of the invention the most of the present utility model, but
Protection domain of the present utility model is not limited thereto, and any those of ordinary skill in the art exist
In technical scope disclosed by this utility model, the change that can readily occur in or replacement, all should contain
Cover within protection domain of the present utility model.
Claims (10)
1. the rainwater of separate system shunts, regulates and stores and a processing system, including the Buffer Pool (2) connected with the rain pipe of separate system pipeline (1)；It is characterized in that: described Buffer Pool (2) is other is provided with first rain storage pond (4), online treatment storage pond (5) and the urgent flood discharge passage (6) communicated therewith；It is provided with just rain storage pond water inlet (7) on the sidewall body of wall that described just rain storage pond (4) and described Buffer Pool (2) share；It is provided with online treatment storage pond water inlet (9) on the sidewall body of wall that described online treatment storage pond (5) and described Buffer Pool (2) share；It is provided with urgent flood discharge passage water inlet (10) on the sidewall body of wall that described urgent flood discharge passage (6) and described Buffer Pool (2) share；It is provided with weir gate or hydraulic gate on described just rain storage pond water inlet (7) and described urgent flood discharge passage water inlet (10)；Flush at the bottom of water inlet lowest water level line (E) of described just rain storage pond water inlet (7) and Buffer Pool (2) pond；Water inlet lowest water level line (A) of described online treatment storage pond water inlet (9) is more than or equal to the water inlet maximum water level (B) of described just rain storage pond water inlet (7)；The water inlet maximum water level (C) of described online treatment storage pond water inlet (9) is less than or equal to water inlet lowest water level line (D) of described urgent flood discharge passage water inlet (10).
The rainwater shunting of a kind of separate system the most according to claim 1, regulate and store and processing system, it is characterised in that: described just rain storage pond (4) is by being perpendicular to first body of wall (4-1) of the sidewall body of wall of described Buffer Pool (2), the second body of wall (4-2) and being parallel to the 3rd body of wall (4-3) of sidewall body of wall of described Buffer Pool (2) and the sidewall body of wall of described Buffer Pool (2) surrounds.
The rainwater of a kind of separate system the most according to claim 2 shunts, regulates and stores and processing system, it is characterized in that: in described just rain storage pond (4), be provided with intelligent wash device (4a), collecting-tank (4b), self-cleaning horizontal grate (12)；Described collecting-tank (4b) is located close to one end of the sidewall body of wall of described Buffer Pool (2)；The pond bottom face of described collecting-tank (4b) is less than the pond bottom face of described just rain storage pond (4)；The gradient is all there is at the bottom of the pond of described just rain storage pond (4) and described collecting-tank (4b)；Described self-cleaning horizontal grate (12) is installed on first rain storage pond water inlet (7) place of described just rain storage pond (4).
The rainwater shunting of a kind of separate system the most according to claim 1, regulate and store and processing system, it is characterised in that: described online treatment storage pond (5) is by the sidewall body of wall of described Buffer Pool (2), described just first body of wall (4-1) of rain storage pond (4), the 3rd body of wall (4-3) and is positioned at the 4th body of wall (5-1) of described just rain storage pond (4) middle part and the sidewall body of wall that is perpendicular to described Buffer Pool (2) and surrounds；It is provided with flow control valve (3) on described 4th body of wall (5-1).
The rainwater of a kind of separate system the most according to claim 4 shunts, regulates and stores and processing system, it is characterised in that: it is provided with waterpower particle separator (5a) and sewage gallery (5d) in described online treatment storage pond (5)；Described sewage gallery (5d) is located close to one end of the sidewall body of wall of described Buffer Pool (2)；The pond bottom face of described sewage gallery (5d) is less than the pond bottom face of described online treatment storage pond (5)；The gradient is all there is at the bottom of the pond of described online treatment storage pond (5) and described sewage gallery (5d)；It is provided with self-cleaning horizontal grate (12) on described online treatment storage pond water inlet (9).
The rainwater of a kind of separate system the most according to claim 5 shunts, regulates and stores and processing system, it is characterised in that: it is additionally provided with water district (5c) in described online treatment storage pond (5)；Described water district (5c) is surrounded by the first body of wall (4-1), the 3rd body of wall (4-3), the 4th body of wall (5-1) and the tenth body of wall (5-2)；The height of described tenth body of wall (5-2) is less than or equal to the height of described 3rd body of wall (4-3)；Flap type is installed on described tenth body of wall (5-2) and rinses door (5b).
7. shunt according to the rainwater of a kind of separate system described in claim 4 or 5, regulate and store and processing system, it is characterised in that: described online treatment storage pond (5) is other is provided with the medium filter pond (13) communicated therewith；Multiple efficient rain water filtering device (14) it is provided with in described medium filter pond (13)；Described medium filter pond (13) is connected with online treatment storage pond (5) by the submersible sewage pump (15) in sewage gallery (5d)；Described medium filter pond (13) is connected with urgent flood discharge passage (6) by pipeline (16).
The rainwater shunting of a kind of separate system the most according to claim 7, regulate and store and processing system, it is characterised in that: the 7th body of wall (13-1) that described medium filter pond (13) by first body of wall (4-1) of described just rain storage pond (4), is parallel to described first body of wall (4-1) and the 8th body of wall (13-2) and the 9th body of wall (13-3) that are perpendicular to described first body of wall (4-1) surround.
The rainwater of a kind of separate system the most according to claim 1 shunts, regulates and stores and processing system, it is characterised in that: it is provided with, on described just rain storage pond water inlet (7), rotation weir gate (8) of surging；It is provided with Hydro-automatic gate (11) on described urgent flood discharge passage water inlet (10).
The rainwater shunting of a kind of separate system the most according to claim 1, regulate and store and processing system, it is characterised in that: described urgent flood discharge passage (6) is surrounded by the 6th body of wall (6-2) of the sidewall body of wall of described Buffer Pool (2), described just second body of wall (4-2) of rain storage pond (4), the 3rd body of wall (4-3), the first body of wall (4-1) and the 5th body of wall (6-1) of the 3rd body of wall (4-3) being parallel to described Buffer Pool (2) and the second body of wall (4-2) of being parallel to described Buffer Pool；It is provided with the gradient at the bottom of the pond of described urgent flood discharge passage (6)；The drain outlet end connection natural water of described urgent flood discharge passage (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620118605.5U CN205475585U (en) | 2016-02-05 | 2016-02-05 | Rainwater reposition of redundant personnel, regulation and processing system of reposition of redundant personnel system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620118605.5U CN205475585U (en) | 2016-02-05 | 2016-02-05 | Rainwater reposition of redundant personnel, regulation and processing system of reposition of redundant personnel system |
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| CN205475585U true CN205475585U (en) | 2016-08-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620118605.5U Withdrawn - After Issue CN205475585U (en) | 2016-02-05 | 2016-02-05 | Rainwater reposition of redundant personnel, regulation and processing system of reposition of redundant personnel system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714912A (en) * | 2016-02-05 | 2016-06-29 | 武汉圣禹排水系统有限公司 | Separate-system rainwater diversion, regulation and storage and treatment system |
| CN107806150A (en) * | 2017-05-10 | 2018-03-16 | 武汉圣禹排水系统有限公司 | A kind of complete separate flow system and its control method for controlling sewage and early-stage rainwater pollution |
-
2016
- 2016-02-05 CN CN201620118605.5U patent/CN205475585U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714912A (en) * | 2016-02-05 | 2016-06-29 | 武汉圣禹排水系统有限公司 | Separate-system rainwater diversion, regulation and storage and treatment system |
| CN105714912B (en) * | 2016-02-05 | 2017-11-28 | 武汉圣禹排水系统有限公司 | A kind of rainwater shunting of separate system, regulate and store and processing system |
| CN107806150A (en) * | 2017-05-10 | 2018-03-16 | 武汉圣禹排水系统有限公司 | A kind of complete separate flow system and its control method for controlling sewage and early-stage rainwater pollution |
| CN107806150B (en) * | 2017-05-10 | 2024-04-02 | 武汉圣禹智慧生态环保股份有限公司 | Complete diversion system for controlling pollution of sewage and initial rainwater and control method thereof |
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