CN205444423U - Rainwater reposition of redundant personnel, regulation and processing system of confluence system - Google Patents
Rainwater reposition of redundant personnel, regulation and processing system of confluence system Download PDFInfo
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- CN205444423U CN205444423U CN201620118522.6U CN201620118522U CN205444423U CN 205444423 U CN205444423 U CN 205444423U CN 201620118522 U CN201620118522 U CN 201620118522U CN 205444423 U CN205444423 U CN 205444423U
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Abstract
The utility model discloses a rainwater reposition of redundant personnel, regulation and processing system of confluence system, it is including the buffer pool that has flow control valve, 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 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, it not only can purify the sewage among the confluence system sewer line of city effectively, moreover this system automation efficient, can greatly improve the city treatment effeciency of rain just according to the first rain purification method that first rainfall automatic selection is different of difference.
Description
Technical field
This utility model relates to the rain processing system of a kind of combined system, belongs to rainwater treatment technical field, particularly relates to the rainwater shunting of a kind of combined system, regulates and stores and processing system.
Background technology
In prior art, the filtration, purification of early-stage rainwater in Combined Municipal pipeline is mainly used Vatch basin or abandoned stream well or first rain storage pond, although the early-stage rainwater after the said equipment purifies can reduce the pollution to environment of the rain water pollutant, but, owing to pipeline each in Combined Municipal pipeline is different apart from the distance of first rain purification apparatus, so the phenomenon of sewage in the distance pipeline that just rain purification apparatus is nearer after the sewage pollution in first rain purification apparatus pipeline farther out can be caused to be cleaned, so cannot effectively accomplish persistently efficient to the filtration, purification of sewage in Combined Municipal pipeline.
Summary of the invention
The defect existed for above-mentioned prior art, the technical problems to be solved in the utility model is to provide the rainwater shunting of a kind of combined system, regulates and stores and processing system, and it is not only simple in structure, and can the continuously and effectively first rain in filtration, purification Combined Municipal pipeline.
For solving above-mentioned technical problem, this utility model have employed the rainwater shunting of such a combined system, regulates and stores and processing system, and it includes and the Buffer Pool of combined system pipeline communication；The drain outlet end of described Buffer Pool is provided with flow control valve；First rain storage pond, online treatment storage pond and the urgent flood discharge passage communicated therewith it is provided with by described Buffer Pool；It is provided with just rain storage pond water inlet on the sidewall body of wall that described just rain storage pond and described Buffer Pool share；It is provided with online treatment storage pond water inlet on the sidewall body of wall that described online treatment storage pond and described Buffer Pool share；It is provided with urgent flood discharge passage water inlet on the sidewall body of wall that described urgent flood discharge passage and described Buffer Pool share；It is provided with weir gate or hydraulic gate on described just rain storage pond water inlet and described urgent flood discharge passage water inlet；The water inlet lowest water level line of described online treatment storage pond water inlet is more than or equal to the water inlet maximum water level of described just rain storage pond water inlet；The water inlet maximum water level of described online treatment storage pond water inlet 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, described just rain storage pond is by being perpendicular to the 4th body of wall of the sidewall body of wall of described Buffer Pool, the second body of wall and being parallel to the 3rd body of wall of sidewall body of wall of described Buffer Pool and the sidewall body of wall of described Buffer Pool surrounds.
In a kind of preferred embodiment of the present utility model, in described just rain storage pond, it is provided with intelligent wash device, collecting-tank；Described collecting-tank is located close to one end of the sidewall body of wall of described Buffer Pool；The pond bottom face of described collecting-tank is less than the pond bottom face of described just rain storage pond；The gradient is all there is at the bottom of the pond of described just rain storage pond and described collecting-tank；The submersible sewage pump of described intelligent wash device is positioned at described collecting-tank.
In a kind of preferred embodiment of the present utility model, the first rain storage pond water inlet of described just rain storage pond is provided with self-cleaning horizontal grate.
In a kind of preferred embodiment of the present utility model, described online treatment storage pond is surrounded by the sidewall body of wall of described Buffer Pool, the first body of wall, the 3rd body of wall and the 4th body of wall；It is provided with gate on described 4th body of wall.
In a kind of preferred embodiment of the present utility model, in described online treatment storage pond, it is provided with waterpower particle separator and sewage gallery；Described sewage gallery is located close to one end of the sidewall body of wall of described Buffer Pool；The pond bottom face of described sewage gallery is less than the pond bottom face of described online treatment storage pond；The gradient is all there is at the bottom of the pond of described online treatment storage pond and described sewage gallery.
In a kind of preferred embodiment of the present utility model, in described online treatment storage pond, it is additionally provided with water district；Described water district is surrounded by the first body of wall, the 3rd body of wall, the 4th body of wall and the 7th body of wall；The height of described 7th body of wall is less than or equal to the height of described 3rd body of wall；Flap type is installed on described 7th body of wall and rinses door.
In a kind of preferred embodiment of the present utility model, described online treatment storage pond water inlet is provided with self-cleaning horizontal grate.
In a kind of preferred embodiment of the present utility model, described urgent flood discharge passage is surrounded by the 6th body of wall of the sidewall body of wall of described Buffer Pool, described just the second body of wall of rain storage pond, the 3rd body of wall, the first body of wall and the 5th body of wall of the 3rd body of wall being parallel to described Buffer Pool and the second body of wall 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；The drain outlet end connection natural water of described urgent flood discharge passage.
In a kind of preferred embodiment of the present utility model, described just rain storage pond water inlet is provided with the rotation weir gate that surges；It is provided with Hydro-automatic gate on described urgent flood discharge passage water inlet.
The beneficial effects of the utility model are: rainwater of the present utility model shunting, regulate and store and processing system simple in construction, easy to use, it can not only have the sewage fallen on the ground in the combined sewer pipeline of purifying city, and this system automation efficiency is high, can automatically select different first rain purification methods according to different first rainfall, drastically increase the treatment effeciency of city just rain.
Accompanying drawing explanation
Fig. 1 is the rainwater shunting of a kind of combined system of this utility model embodiment, regulates and stores and the structural representation of processing system；
Fig. 2 is the rainwater shunting of a kind of combined system of this utility model embodiment, regulates and stores and the Buffer Pool structural representation of processing system；
Fig. 3 is the rainwater shunting of a kind of combined 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 combined 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 combined 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-combined system pipeline, 2-Buffer Pool, 3-flow control valve, 4-just rain storage 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-gate, 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, 5-2-the 7th 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 utility model.
Being shunted from the rainwater of Fig. 1 a kind of combined system of this utility model embodiment, regulated and stored and the structural representation of processing system, this utility model mainly includes the Buffer Pool 2 that water inlet is connected with combined system pipeline 1；The drain outlet end of Buffer Pool 2 is provided with flow control valve 3,1% gradient it is provided with at the bottom of the pond of Buffer Pool 2, flow rate control gate 3 is made up of flow transducer and electric gate valve, flow rate control gate sets a constant flow at ordinary times, it is ensured that the sewage in combined system pipeline enters sewage treatment plant with a constant flow；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；Just rain storage pond 4 is connected with Buffer Pool 2 by first rain storage pond water inlet 7；Just it is provided with the rotation weir gate 8 that surges on rain storage pond water inlet 7；Online treatment 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；It is provided with Hydro-automatic gate 11 on urgent flood discharge passage water inlet 10；The water inlet lowest water level line A of online treatment storage pond water inlet 9 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 is equal to the water inlet lowest water level line D of urgent flood discharge passage water inlet 10.Wherein, the weir gate or the hydraulic gate that just arrange on rain storage pond water inlet 7 and described urgent flood discharge passage water inlet 10 are not necessarily the concrete structure in the present embodiment, as long as but this weir gate or hydraulic gate can according in described Buffer Pool 2 just the water level of rain amount of rainfall realize opening and closing automatically.
Wherein, Buffer Pool structural representation as shown in Figure 2 understands, the inlet end of Buffer Pool 2 connects with the sewage effluent end of combined system pipeline 1, the water outlet end of Buffer Pool 2 connects sewage treatment plant, the water outlet end of Buffer Pool 2 is provided with to ensure the flow control valve of sewerage discharging flow, the first rain storage pond water inlet 7 connected with first rain storage pond 4 it is provided with on the sidewall of Buffer Pool 2, self-cleaning horizontal grate 12 and the rotation weir gate 8 that surges are installed at this first rain storage pond water inlet 7, the rotation weir gate 8 that surges includes being fixedly installed the oil cylinder of just rain storage pond water inlet 7 side, hydraulic oil cylinder driving end is hinged with door-plate one side end face；Door-plate opposite side end face is hinged on just rain storage pond water inlet 7 opposite side by rotary shaft, pass through hydraulic oil cylinder driving, door-plate can swing centered by rotary shaft, so that just rain storage pond water inlet 7 is turned on and off, 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 to automatically control just rain storage pond water inlet 7 and be turned on and off, and reaches full automatic purpose.It is additionally provided with the online treatment storage pond water inlet 9 connected with online treatment storage pond 5 on the sidewall of Buffer Pool 2, at online treatment storage pond water inlet 9, self-cleaning horizontal grate 12 is installed；It is additionally provided with the urgent flood discharge passage water inlet 10 connected with urgent flood discharge passage 6 on the sidewall of Buffer Pool 2, at urgent flood discharge passage water inlet 10, is provided with Hydro-automatic gate 11.Wherein self-cleaning horizontal grate 12 includes grille strip, cylinder bracket, the second hydraulic jack and the rake teeth that framework, level are fixed on framework, cylinder bracket includes fixing end and movable end, between fixing end is vertically fixed on framework below, movable end totally four, it is vertically arranged on framework, the upper and lower side of movable end is slidably connected with framework, is connected by connecting rod between four movable ends.Second hydraulic jack horizontal symmetry is arranged at fixing end both sides, and the cylinder base of oil cylinder is fixed on fixing end, and piston rod is fixed on movable end, and along with the work of the second hydraulic jack, the alternative movable end of piston rod slides 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, 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 the 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 Buffer Pool 2 and the second body of wall 4-2 of 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 connection natural water of urgent flood discharge passage 6.It is provided with Hydro-automatic gate 11 at the urgent flood discharge passage water inlet 10 of urgent flood discharge passage 6, Hydro-automatic gate 11 includes rotary shaft 11-1, buoyancy tank 11-2 and the weir gate plate 11-3 being arranged in water channel, described buoyancy tank 11-2 is fixed on one end of rotary shaft 11-1 by buoyancy tank support arm, described weir gate plate 11-3 is fixed in rotary shaft 11-1 by weir gate plate support arm, and 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, and when the height of water level that buoyancy tank is indoor reaches the height of buoyancy tank room water inlet, the buoyancy suffered by buoyancy tank 11-2 just overcomes its gravity, buoyancy tank 11-2 to float.When raining in torrents, the water level in the water channel of rain drainage pipe begins to ramp up, and when the height that the water before weir gate is gradually accumulated covers the height of buoyancy tank room water inlet, needs 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.Now its gravity of the buoyancy overcoming of buoyancy tank, buoyancy tank floats up.Owing to buoyancy tank 11-2 and weir gate plate 11-3 is integrally fixed in rotary shaft, and rotary shaft can rotate between two water channel side walls, being positioned at the homonymy of rotary shaft due to weir gate plate 11-3 and buoyancy tank 11-2 again, so weir gate plate 11-3 moves upward under the drive of rotary shaft, 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, the water of buoyancy tank indoor is discharged slowly by the small-bore buoyancy tank room outlet on the sidewall of buoyancy tank room, the liquid level of buoyancy tank indoor slowly declines, buoyancy is gradually reduced, and buoyancy tank 11-2 slowly sinks, and weir gate plate 11-3 slowly closes under the drive of rotary shaft, relatively slower owing to closing, it is possible to prevent the damage of weir gate plate.After closedown, weir gate plate is in close contact with weir gate sealing ring, it is achieved that good sealing.The early-stage rainwater flowing into urgent flood discharge passage 6 is directly discharged to natural water.
From the first rain storage pond Y-Y sectional schematic diagram shown in Fig. 1 and Fig. 4, first rain storage pond 4 is by being perpendicular to the 4th body of wall 5-1 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.Just it is additionally provided with intelligent wash device 4a in rain storage pond 4；Intelligent wash device 4a includes automation control system, liquid level sensor, flusher and submersible sewage pump；Flusher includes water pump, outlet pipe assembly and motor；Between water pump with outlet pipe assembly, the swivel joint by rotating along the horizontal plane is connected；Outlet pipe assembly is connected with machine shaft；Machine shaft is positioned on same vertical curve with the center of rotation of swivel joint；Liquid level sensor, motor, submersible sewage pump and water pump all electrically connect with automation control system.Automation control system controls submersible sewage pump and is outwards extracted out by the water of first rain storage pond, just rain storage pond water level controls flusher to being stirred at the bottom of first rain storage pond and fixed-direction flushing when beginning to decline, when in rain storage pond, water level decreasing is to preset height originally, automation control system controls flusher and first rain storage pond is carried out spin rinse.Just rain regulate and store water emptying time, automation control system controls flusher and first rain storage pond is carried out spin rinse；After spin rinse terminates, automation control system controls flusher and first rain storage pond carries out stain fixed point flushing；First rain storage pond is carried out after spin rinse terminates by described flusher, camera collection just rain storage pond bottom field, and this picture signal is passed to automation control system, automation control system divides carrying out intelligent net region at the bottom of first rain storage pond pond, if just there is stain bottom rain storage pond, then according to the coordinate relation of stain position Yu flusher, control the anglec of rotation needed for water pump water outlet lift and flusher, stain position is carried out point-to-point cleaning.Just it is provided with collecting-tank 4b in rain storage pond 4；The pond bottom face of described collecting-tank 4b is less than the pond bottom face of described just rain storage pond 4.Just all there is the gradient at the bottom of the pond of rain storage pond 4 and described collecting-tank 4b.
From the online treatment storage pond Z-Z sectional schematic diagram shown in Fig. 1 and Fig. 5, online treatment storage pond 5 is surrounded by the sidewall body of wall of described Buffer Pool 2, the first body of wall 4-1, the 3rd body of wall 4-3 and the 4th body of wall 5-1；It is provided with gate 13 on 4th body of wall 5-1.Being 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 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 7th body of wall 5-2；The height of the 7th body of wall 5-2 height less than or equal to the 3rd body of wall 4-3；Flap type is installed on the 7th 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 particle 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.Just rain storage pond 4 is connected by gate 13 with described online treatment storage pond 5.Rainwater after online treatment storage pond 5 filters overflows to natural water by crossing tank.
When using this utility model:
1. the when of fine day, the sanitary sewage in combined system pipeline 1, enter sewage treatment plant by flow rate control gate 3 and process.Flow rate control gate 3 is made up of flow transducer and electric gate valve, and flow rate control gate sets a constant flow at ordinary times, it is ensured that the sewage in combined system pipeline enters sewage treatment plant with a constant flow.
2. when rainy, rainwater and sanitary sewage enter combined system pipeline, the flow that first rainwater sets with flow rate control gate 3 enters sewage treatment plant and processes, the rainwater not processed exists in Buffer Pool 2, then the water level of Buffer Pool will slowly rise, when rising to the water inlet lowest water level line of just rain storage pond import 7, early-stage rainwater will (self-cleaning horizontal grate can intercept floating thing, prevents floating thing from entering just rain storage pond by self-cleaning horizontal grate 12 and the rotation weir gate that surges；The rotation weir gate that now surges is shown in a fully open operation) enter just rain storage pond 2 and store, when rising to the water inlet maximum water level B of just rain storage pond water inlet 7, the rotation weir gate that surges begins to shut off, and prevents the first rain collected from returning in Buffer Pool 2.Now the rainwater in later stage starts to flow into online treatment storage pond 5 (online treatment storage pond 5 is built with ramp type waterpower particle separator 5a) at online treatment storage pond water inlet 9, after the storage of online storage pond 5 is full, the later stage rainwater come in after ramp type waterpower particle separator 5a processes overflow and go out to be discharged into natural water.Online treatment storage pond 5 has individual maximum throughput, the water inlet maximum water level C of the online treatment storage pond water inlet 9 that this maximum throughput is corresponding, thus ensures that rainwater can at least stop 30 seconds after entering online treatment storage pond.
If intensity of raining is increasing, continuation is risen by so water level of Buffer Pool 2, when rising to the water inlet maximum water level C of online treatment storage pond water inlet 9, rainwater will enter at Hydro-automatic gate 11 buoyancy tank chamber inlet, buoyancy tank floats the door-plate of drive Hydro-automatic gate 11 and rotarily opens, rainwater is from urgent flood discharge gallery 6 row to natural water, and when the water level decreasing of Buffer Pool 2 is less than the water inlet maximum water level C of online treatment storage pond water inlet 9, Hydro-automatic gate 11 is closed.
3., after rainfall terminates, the water level decreasing of Buffer Pool 2, when dropping to water level corresponding to fine day, the submersible sewage pump in first rain storage pond 4 is opened, and the first raininess in pond is discharged in Buffer Pool 2, sends into sewage treatment plant and processes.Water level in rain storage pond 4 once declined originally, just the flushing device intelligence ejector in rain storage pond 4 starts, jet douche, entering oxygen, the COD in degraded pond to pond rising pouring, intelligence injection limit, spray apparatus limit rotates simultaneously, rainwater in pond is stirred, preventing sediment deposition, when rainwater is extracted into and sees at the bottom of pond, intelligence ejector starts to start fixed point and rinses.
It is also equipped with flushing device flap type bottom online treatment storage pond 5 and rinses door 5b, after just rain storage pond 4 rinses, start online treatment storage pond 5 is rinsed, before flushing, first open gate 13, make just rain storage pond 4 and online treatment storage pond 5 UNICOM, during in online treatment storage pond, the rainwater of 5 first passes through rain storage pond 4 at the beginning of gate 13 is pumped to, then it is then turned on flap type and rinses door 5b, before utilizing flap type to rinse door 5b, the water of water district 5c is rinsed at the bottom of pond, sewage after flushing flows into sewage gallery 5d, finally it is discharged in first rain storage pond 4 by gate 13, if the twice of the volume of sewage gallery 5d at least water district 5c volume.
Should be understood that; the above; it is only detailed description of the invention of the present utility model; but protection domain of the present utility model is not limited thereto; any those of ordinary skill in the art are in the technical scope disclosed by this utility model; the change that can readily occur in or replacement, all should contain within protection domain of the present utility model.
Claims (10)
1. the rainwater of combined system shunts, regulates and stores and a processing system, including the Buffer Pool (2) connected with combined system pipeline (1)；The drain outlet end of described Buffer Pool (2) is provided with flow control valve (3)；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)；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 combined 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 the 4th body of wall (5-1) 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 combined system the most according to claim 2 shunts, regulates and stores and processing system, it is characterised in that: it is provided with intelligent wash device (4a), collecting-tank (4b) in described just rain storage pond (4)；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)；The submersible sewage pump of described intelligent wash device (4a) is positioned at described collecting-tank (4b).
The rainwater of a kind of combined system the most according to claim 1 shunts, regulates and stores and processing system, it is characterised in that: first rain storage pond water inlet (7) place of described just rain storage pond (4) is provided with self-cleaning horizontal grate (12).
The rainwater of a kind of combined system the most according to claim 4 shunts, regulates and stores and processing system, it is characterised in that: described online treatment storage pond (5) is surrounded by the sidewall body of wall of described Buffer Pool (2), the first body of wall (4-1), the 3rd body of wall (4-3) and the 4th body of wall (5-1)；It is provided with gate (13) on described 4th body of wall (5-1).
The rainwater of a kind of combined system the most according to claim 5 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).
The rainwater of a kind of combined system the most according to claim 6 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 7th body of wall (5-2)；The height of described 7th 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 7th body of wall (5-2) and rinses door (5b).
The rainwater of a kind of combined system the most according to claim 6 shunts, regulates and stores and processing system, it is characterised in that: it is provided with self-cleaning horizontal grate (12) on described online treatment storage pond water inlet (9).
The rainwater shunting of a kind of combined 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).
The rainwater of a kind of combined 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).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620118522.6U CN205444423U (en) | 2016-02-05 | 2016-02-05 | Rainwater reposition of redundant personnel, regulation and processing system of confluence system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620118522.6U CN205444423U (en) | 2016-02-05 | 2016-02-05 | Rainwater reposition of redundant personnel, regulation and processing system of confluence system |
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| CN205444423U true CN205444423U (en) | 2016-08-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620118522.6U Withdrawn - After Issue CN205444423U (en) | 2016-02-05 | 2016-02-05 | Rainwater reposition of redundant personnel, regulation and processing system of confluence system |
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| CN (1) | CN205444423U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625555A (en) * | 2016-02-05 | 2016-06-01 | 武汉圣禹排水系统有限公司 | Combined-system rainwater diversion, regulation, storage and treatment system |
-
2016
- 2016-02-05 CN CN201620118522.6U patent/CN205444423U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625555A (en) * | 2016-02-05 | 2016-06-01 | 武汉圣禹排水系统有限公司 | Combined-system rainwater diversion, regulation, storage and treatment system |
| CN105625555B (en) * | 2016-02-05 | 2017-11-17 | 武汉圣禹排水系统有限公司 | A kind of rainwater shunting of combined system, regulate and store and processing system |
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| C14 | Grant of patent or utility model | ||
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Granted publication date: 20160810 Effective date of abandoning: 20171117 |