CN206554218U - The obvious burst abandoned stream of early-stage rainwater feature under separate system and mixed flow system, regulate and store and Online Processing System - Google Patents
The obvious burst abandoned stream of early-stage rainwater feature under separate system and mixed flow system, regulate and store and Online Processing System Download PDFInfo
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- CN206554218U CN206554218U CN201621479829.5U CN201621479829U CN206554218U CN 206554218 U CN206554218 U CN 206554218U CN 201621479829 U CN201621479829 U CN 201621479829U CN 206554218 U CN206554218 U CN 206554218U
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- abandoned stream
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- online processing
- rainwater
- storage pond
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- 239000010865 sewage Substances 0.000 claims abstract description 82
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 69
- 238000011282 treatment Methods 0.000 claims abstract description 49
- 230000001105 regulatory effect Effects 0.000 claims abstract description 36
- 239000008239 natural water Substances 0.000 claims abstract description 27
- 239000007788 liquid Substances 0.000 claims description 23
- 238000012544 monitoring process Methods 0.000 claims description 9
- 238000000746 purification Methods 0.000 claims description 4
- 239000002349 well water Substances 0.000 abstract description 2
- 235000020681 well water Nutrition 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 238000011010 flushing procedure Methods 0.000 description 4
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 4
- 230000005484 gravity Effects 0.000 description 3
- 239000006228 supernatant Substances 0.000 description 3
- 238000001914 filtration Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
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Abstract
The utility model is related to the obvious burst abandoned stream of early-stage rainwater feature under a kind of separate system and mixed flow system, regulated and stored and Online Processing System, belongs to rainwater treatment technical field.Including rainwater branch pipe, branch sewer and common sewer, whole pipe network region is rainwater treatment subregion of the area between 0.2-4 square kilometres by mesh generation, each rainwater treatment subregion includes a rainwater branch pipe, a branch sewer and an abandoned stream well, each branch sewer is connected with common sewer, and the common sewer is connected with sewage treatment plant；Each abandoned stream well water inlet is connected with rainwater branch pipe, also include online combined system of regulating and storing, the online combined system of regulating and storing has water inlet and delivery port, the pure water inlet of each abandoned stream well is connected with online combined system water inlet of regulating and storing, the outlet of sewer of each abandoned stream well is connected with common sewer, and the delivery port for regulating and storing online combined system is connected with natural water.
Description
Technical field
The utility model belongs to rainwater treatment technical field, and in particular to a kind of separate system is special with early-stage rainwater under mixed flow system
Levy obvious burst abandoned stream, regulate and store and Online Processing System.More particularly, to online processing storage pond water outlet elevation can be low
A kind of separate system used in the case of receiving water body design flood level and the obvious burst of early-stage rainwater feature under mixed flow system
Abandoned stream, regulate and store and Online Processing System.
Background technology
In the prior art, in the whole pipe network region of burst, in the various pipelines of usual city discharge early-stage rainwater all
Online processing storage pond can be used to carry out filtration, purification to early-stage rainwater, and through the rainwater after line handles storage pond filtration, purification
Natural water can be directly discharged to, but processing storage pond typically build physical features lower in online, when occurring heavy showers in city
Or other special circumstances cause natural water water level to will result in online processing higher than when handling storage pond water-carrying groove absolute altitude online
Rainwater in storage pond can not smooth discharge, so that delay of the rainwater in overall urban rainwater pipeline is caused, so as to trigger
Waterlogging phenomenon.
Utility model content
The purpose of this utility model is rained initial stage aiming at the defect of prior art there is provided a kind of separate system and mixed flow system
The obvious burst abandoned stream of water feature, regulate and store and Online Processing System.
The technical solution adopted in the utility model is：Including rainwater branch pipe, branch sewer and common sewer, whole pipe network area
Domain is rainwater treatment subregion of the area between 0.2-4 square kilometres by mesh generation, and each rainwater treatment subregion includes
One rainwater branch pipe, a branch sewer and an abandoned stream well, each branch sewer are connected with common sewer, the sewage
House steward connects with sewage treatment plant；Each abandoned stream well water inlet is connected with rainwater branch pipe, in addition to online combination system of regulating and storing
System, the online combined system of regulating and storing has water inlet and delivery port, and the pure water inlet of each abandoned stream well is online with regulating and storing
Combined system water inlet is connected, and the outlet of sewer of each abandoned stream well is connected with common sewer, the online combination system of regulating and storing
The delivery port of system is connected with natural water.
Further preferred structure, in addition to end are regulated and stored system, the end regulate and store system water inlet and sewage it is total
Pipe is connected, and delivery port is connected with sewage treatment plant.
Further preferred structure, end system of regulating and storing includes buffer pool and end storage pond.
Further preferred structure, the online combined system of regulating and storing including buffer pool, be provided with by the buffer pool with
Its online processing storage pond and urgent flood discharge gallery for connecting；The rainwater branch pipe is connected with buffer pool, the urgent flood discharge corridor
Road delivery port is connected with natural water.
Further preferred structure, in addition to collecting-tank and blowoff basin；The water side of the online processing storage pond and institute
State collecting-tank connection；The blowoff basin is connected with the collecting-tank by bottom-open type weir gate；Draining is provided with the collecting-tank
Pump；The draining pump is connected by drainage pipeline with the blowoff basin, and the blowoff basin is connected with natural water, described promptly to let out
Big vast gallery is connected with the collecting-tank or natural water.
Just rain is provided with further preferred structure, the side wall wall that rain storage pond is shared with the buffer pool described just
Storage pond water inlet；Online processing is provided with the side wall wall that the online processing storage pond is shared with the buffer pool to regulate and store
Pond water inlet；Urgent flood discharge gallery is provided with the side wall wall that the urgent flood discharge gallery is shared with the buffer pool to intake
Mouthful；
The just rain storage pond water inlet is provided with horizontal grate, online processing storage pond water inlet and the urgent flood discharge
Weir gate or hydraulic gate are provided with gallery water inlet.
Further preferred structure, each abandoned stream well be connected with an online combined system of regulating and storing or it is multiple described in abandon
Stream well online combined system of being regulated and stored jointly with one is connected.
Further preferred structure, the collecting-tank and the online processing storage pond share the first public wall of one side.
It is provided with further preferred structure, the first public wall and the multiple through holes of institute.
Further preferred structure, the collecting-tank and the blowoff basin share the second public wall of one side；Described second
The bottom-open type weir gate is provided with public wall.
Further preferred structure, the online processing storage pond is connected by water-carrying groove with the collecting-tank, the mistake
Tank is arranged along the direction through the water purification overflow after line handles storage pond processing.
Further preferred structure, in addition to first liquid level gauge, second liquid level gauge and control cabinet；Set in the collecting-tank
There is the first liquid level gauge for monitoring water level height in collecting-tank；It is provided with the blowoff basin for monitoring in blowoff basin
The second liquid level gauge of water level height；The control cabinet is electrically connected with the first liquid level gauge and the second liquid level gauge；Institute
Stating draining pump can be turned on and off in the presence of the control cabinet；The weir gate door-plate of the bottom-open type weir gate can be in the control
Moved up and down in the presence of case.
The beneficial effects of the utility model are：The combination of online processing storage pond of the present utility model and energy-conservation drainage pumping plant
System architecture is simple, easy to use, and it can not only adjust the height of bottom-open type weir gate, Er Qieneng according to the performance of rainfall
It is enough according to water outlet receiving water body water level conditions to determine whether that draining pump is opened, accomplish both safety, save again, and the utility model
The online occasion for handling storage pond has been used suitable for all.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is another scenario-frame schematic diagram of the utility model；
Fig. 3 is online combined system structural representation of regulating and storing；
Fig. 4 is B-B sectional schematic diagrams in the utility model Fig. 3；
Fig. 5 is C-C sectional schematic diagrams in the utility model Fig. 3；
Fig. 6 is A-A sectional schematic diagrams in the utility model Fig. 3.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings, is easy to be well understood
The utility model, but they do not constitute restriction to the utility model.
As shown in Fig. 1-Fig. 2, the utility model includes rainwater branch pipe 2, branch sewer 3 and common sewer 5, whole pipe network
Region is rainwater treatment subregion of the area between 0.2-4 square kilometres by mesh generation, each rainwater treatment subregion 1
Including a rainwater branch pipe 2, a branch sewer 3 and an abandoned stream well 8, each branch sewer 3 connects with common sewer 5
Logical, the common sewer 5 is connected with sewage treatment plant 6；The water inlet of abandoned stream well 8 is connected with rainwater branch pipe 2, in addition to is regulated and stored
Online combined system 4, the online combined system 4 of regulating and storing is with water inlet and delivery port, the pure water inlet of the abandoned stream well 8
The online water inlet of combined system 4 is connected with regulating and storing, and the outlet of sewer of the abandoned stream well 8 is connected with common sewer 5, described to regulate and store
The delivery port of line combined system 4 is connected with natural water 7.
Also regulated and stored system 9 including end, the regulate and store water inlet of system 9 of the end is connected with common sewer 5, delivery port with
Sewage treatment plant 6 connects.
End system 9 of regulating and storing includes buffer pool 9-1 and end storage pond 9-2.
The online combined system 4 of regulating and storing by buffer pool 4-14, the buffer pool 4-14 including being provided with what is communicated therewith
Online processing storage pond 4-1 and urgent flood discharge gallery 4-13；The rainwater branch pipe 3 is connected with buffer pool 4-14, described promptly to let out
Big vast gallery 4-13 delivery ports are connected with natural water 7.
As shown in Fig. 3-Fig. 6, in addition to collecting-tank 4-2 and blowoff basin 4-4；The water outlet of the online processing storage pond 4-1
End is connected with the collecting-tank 4-2；The blowoff basin 4-4 is connected with the collecting-tank 4-2 by bottom-open type weir gate 4-6；It is described
Draining pump 4-9 is provided with collecting-tank 4-2；The draining pump 4-9 is connected by drainage pipeline 4-10 with the blowoff basin 4-4,
The blowoff basin 4-4 is connected with natural water 7, and the urgent flood discharge gallery 4-13 and collecting-tank 4-2 or natural water connect
It is logical.
Just rain storage pond is provided with just shared the rain storage pond 4-15 and buffer pool 4-14 side wall wall to enter
The mouth of a river；Online processing is provided with side wall the wall shared online processing storage pond 4-1 and buffer pool 4-14 to regulate and store
Pond water inlet；Urgent flood discharge is provided with the side wall wall that the urgent flood discharge gallery 4-13 and buffer pool 4-14 is shared
Gallery water inlet；The just rain storage pond water inlet is provided with horizontal grate, online to handle storage pond water inlet and described urgent
Weir gate or hydraulic gate are provided with flood discharge gallery water inlet.
Subregion includes regulate and store an online combined system 4 or multiple rainwater treatments point to each rainwater treatment respectively
Other subregion shares an online combined system 4 of regulating and storing.
The collecting-tank 4-2 and blowoff basin 4-4 shares the first public wall 4-1-1 of one side.
It is provided with the first public wall 4-1-1 and the multiple through holes of institute.
The collecting-tank 4-2 and the online processing storage pond 4-1 share the second public wall 4-2-1 of one side；Described
The bottom-open type weir gate 4-6 is provided with two public wall 4-2-1.
The online processing storage pond 4-1 is connected by water-carrying groove 4-3 with the collecting-tank 4-2.
Also include first liquid level gauge 4-7, second liquid level gauge 4-8 and control cabinet 4-11；Use is provided with the collecting-tank 4-2
In the first liquid level gauge 4-7 of water level height in monitoring collecting-tank；It is provided with the blowoff basin 4-4 for monitoring blowoff basin
The second liquid level gauge 4-8 of interior water level height；The control cabinet 4-11 and the first liquid level gauge 4-7 and second liquid level
Count 4-8 electrical connections；The draining pump 4-9 can be turned on and off in the presence of the control cabinet 4-11；The bottom-open type weir gate
4-6 weir gate door-plate can be moved up and down in the presence of the control cabinet 4-11.
Control cabinet 4-11 control system is preset with flood stage height H1, and flood stage height H1 is less than water-carrying groove 4-3
Maximum height H2,1mm≤H2-H1≤3mm；It is high as the real time water level in the blowoff basin 4-4 obtained by second liquid level gauge 4-8 is monitored
Spend for H3, H3 and natural water water level are contour；It is high as the real time water level in the collecting-tank 4-2 obtained by first liquid level gauge 4-7 is monitored
Spend for H4；The real-time height of bottom-open type weir gate 4-6 weir gate door-plate is H5；
When fine day and H4 ＜ H1, draining pump 4-9 is closed, H5 ＞ H3；When rainy day and H4 ＜ H1, draining pump 4-9 is closed
Close, H3 increases, bottom-open type weir gate 4-6 is raised under control cabinet 4-11 controls, and H5 increases and H5 ＞ H3 with H3 increase；
As rainy day and H4 ＞ H1 and H5 ＜ H3, bottom-open type weir gate 4-6 is closed, and draining pump 4-9 works under control cabinet 4-11 controls,
Water in collecting-tank 4-2 is discharged into blowoff basin 4-4.
During using the utility model：Operation principle：
(1) separate system just rain feature obvious burst abandoned stream, regulating and storing and concentrating handles exhaust system online.
The system is applied to the obvious separate system pipe-line system of early-stage rainwater feature, employs slicing principle and carries out burst,
Exhaust system one big is carried out burst, the Online Processing System of each section is merged, it is comprehensive online as one
Processing system, operation principle is as follows：
(a) during fine day, dry flow sewage is directly entered sewage treatment plant's processing in sewage pipe, is directly discharged to after processing is up to standard
Natural water；
(b) just rain storage pond is intake：Rainfall comes interim, and the abandoned stream well of each section is by rain at initial stage in respective region rain pipe
Water abandoned stream is to trunk sewer, in the case where ensureing sewage treatment plant's maximum throughput, a part of combined sewage (early-stage rainwater+
Sewage) handled into sewage treatment plant, remaining combined sewage enters the first rain storage pond of sewage treatment plant front end, directly
Stored to first rain storage pond full；
(c) rainfall proceeds, and the mid-term rainwater in each section rain pipe, which is concentrated, enters an online processing storage pond,
Discharged in processing, supernatant is discharged into natural water.During strong rainstorms, later stage rainwater is directly discharged to certainly by emergent flood passage gallery
Right water body (flood passage gallery front end sets Hydro-automatic gate, it is ensured that quick flood passage)；
(d) storage pond draws water：During fine day, when the treating capacity of sewage treatment plant has more than needed, submersible sewage pump starts to adjust first rain
The rainwater of reservoir, which is extracted into sewage conduct and is transported to sewage treatment plant, to be handled；
(e) storage pond is rinsed：When storage pond is emptied, flusher is rinsed to storage pond, and the sewage after flushing is extracted into
Sewage conduct is transported to sewage treatment plant and handled.
(2) separate system just rain feature obvious burst abandoned stream, regulate and store and scattered online processing exhaust system.
The system is applied to the obvious separate system pipe-line system of early-stage rainwater feature, employs slicing principle and carries out burst,
Exhaust system one big is carried out burst, set in each section at online processing storage pond and emergent flood passage gallery, sewage
Li Chang front ends set just rain storage pond, and operation principle is as follows：
(a) during fine day, dry flow sewage is directly entered sewage treatment plant's processing in sewage pipe, is directly discharged to after processing is up to standard
Natural water；
(b) just rain storage pond is intake：Rainfall comes interim, and the abandoned stream well of each section is by rain at initial stage in respective region rain pipe
Water abandoned stream is to trunk sewer, in the case where ensureing sewage treatment plant's maximum throughput, a part of combined sewage (early-stage rainwater+
Sewage) handled into sewage treatment plant, remaining combined sewage enters the first rain storage pond of sewage treatment plant front end, directly
Stored to first rain storage pond full；
(c) rainfall proceeds, and the mid-term rainwater in each section rain pipe respectively enters the online place in each section
Storage pond is managed, is discharged in processing, supernatant is discharged into natural water.During strong rainstorms, later stage rainwater is straight by emergent flood passage gallery
Run in and be put into natural water (flood passage gallery front end sets Hydro-automatic gate, it is ensured that quick flood passage)；
(d) storage pond draws water：During fine day, when the treating capacity of sewage treatment plant has more than needed, submersible sewage pump starts to adjust first rain
The rainwater of reservoir, which is extracted into sewage conduct and is transported to sewage treatment plant, to be handled；
(e) storage pond is rinsed：When storage pond is emptied, flusher is rinsed to storage pond, and the sewage after flushing is extracted into
Sewage conduct is transported to sewage treatment plant and handled.
(3) the obvious burst abandoned stream of the first rain feature of mixed flow system, system of regulating and storing.
The system is applied to take up an area more nervous, the obvious mixed flow tubing giving sufficient strength system of early-stage rainwater feature, wherein sewage pipe
Road not or is mixed with very small amount rainwater (can be it as situation about entering without rainwater), but is mixed with and exceedes in storm sewer
1% sewage.Employ slicing principle and carry out burst, exhaust system one big is carried out burst.Set in each section
Abandoned stream well, system of being regulated and stored in sewage treatment plant front end setting end, operation principle is as follows：
(a) during fine day, dry flow sewage is directly entered the sewage being mixed with sewage treatment plant's processing, rain pipe and led in sewage pipe
Abandoned stream well abandoned stream is crossed to trunk sewer, into sewage treatment plant's processing, natural water is directly discharged to after processing is up to standard；
(b) just rain storage pond is intake：Rainfall comes interim, and the abandoned stream well of each section is by rain at initial stage in respective region rain pipe
Water abandoned stream is to trunk sewer, in the case where ensureing sewage treatment plant's maximum throughput, a part of combined sewage (early-stage rainwater+
Sewage) handled into sewage treatment plant, remaining combined sewage enters the first rain storage pond (end of sewage treatment plant front end
Hold storage pond), until first rain storage pond stores completely；
(c) during strong rainstorms, later stage rainwater passes through abandoned stream well kick to natural water；
(d) storage pond draws water：During fine day, when the treating capacity of sewage treatment plant has more than needed, submersible sewage pump starts to adjust first rain
The rainwater of reservoir (end storage pond), which is extracted into sewage conduct and is transported to sewage treatment plant, to be handled；
(e) storage pond is rinsed：When storage pond is emptied, flusher is rinsed to storage pond, and the sewage after flushing is extracted into
Sewage conduct is transported to sewage treatment plant and handled.
(4) mixed flow system just rain feature significantly concentrate burst to regulate and store, Online Processing System.
The system is applied to the obvious mixed flow tubing giving sufficient strength system of early-stage rainwater feature, and wherein sewage conduct not or is mixed with
Very small amount rainwater (can be it as situation about entering without rainwater), but the sewage more than 1% is mixed with storm sewer.Using
Slicing principle carries out burst, and exhaust system one big is carried out burst.The first rain of each section is regulated and stored system, online processing
System and emergent flood passage gallery are merged, and are regulated and stored system as a synthesis, and operation principle is as follows：
(a) during fine day, dry flow sewage is directly entered the sewage being mixed with sewage treatment plant's processing, rain pipe and led in sewage pipe
Abandoned stream well abandoned stream is crossed to trunk sewer, into sewage treatment plant's processing, natural water is directly discharged to after processing is up to standard；
(b) just rain storage pond is intake：Rainfall comes interim, and early-stage rainwater, which is concentrated, in respective section rain pipe enters buffer pool,
Trunk sewer is discharged into, in the case where ensureing sewage treatment plant's maximum throughput, a part of combined sewage (early-stage rainwater+sewage)
Handled into sewage treatment plant, remaining combined sewage enters just rain storage pond, until first rain storage pond stores completely；
(c) rainfall proceeds, and mid-term rainwater enters online processing storage pond, is discharged in processing, supernatant is discharged into certainly
Right water body；
(d) during strong rainstorms, later stage rainwater is directly discharged to natural water by emergent flood passage gallery, and (flood passage gallery front end is set
Put Hydro-automatic gate, it is ensured that quick flood passage)；
(e) storage pond draws water：During fine day, when the treating capacity of sewage treatment plant has more than needed, submersible sewage pump starts to adjust first rain
The rainwater of reservoir, which is extracted into sewage conduct and is transported to sewage treatment plant, to be handled；
(f) storage pond is rinsed：When storage pond is emptied, flusher is rinsed to storage pond, and the sewage after flushing is extracted into
Sewage conduct is transported to sewage treatment plant and handled.
The utility model can also work as the situation that gravity water outlet has little time and realize forced-ventilated, prevent waterlogging：
1. when fine day, online processing storage pond 4-1 is not intake, now, bottom-open type weir gate 4-6 weir gate door-plate
Height of the door heights of roofs higher than water level in blowoff basin.
2. when rainy, the real time water level in first liquid level gauge 4-7 monitoring collecting-tanks 4-2 in collecting-tank 4-2 is no more than
The default flood stages of control cabinet 4-11, while natural water water level rises because of rainfall, it is real-time in blowoff basin 4-4
Water level can rise with the rising of natural water water level, now in blowoff basin 4-4 second liquid level gauge 4-8 by the real time water level of monitoring
Signal feeds back to control cabinet 4-11 so as to driving bottom-open type weir gate 4-6 weir gate door-plate to rise so that weir gate door-plate rises the beginning
Final position is in the upper end of blowoff basin 4-4 real time water level.
3. when rainy overlong time or heavy rain, in the first liquid level gauge 4-7 monitoring collecting-tanks 4-2 in collecting-tank 4-2
Real time water level when exceeding the default flood stages of control cabinet 4-11, show that catchment 4-4 water level is too high, bottom-open type weir gate 4-
6 weir gate door-plate rises to extreme position, bottom-open type weir gate 4-6 and is closed, and draining is obstructed；Now control cabinet 4-11
Draining pump 4-9 work is controlled to start the rainwater in forced-ventilated collecting-tank, prevent rainwater from pouring in down a chimney.
4. when generation heavy showers handles storage pond online has little time processing, the Hydro-automatic gate on buffer pool 4-14 is opened
Open flood discharge.
Bottom-open type weir gate of the present utility model uses gravity water outlet in fine day or light rain state, only when gravity water outlet comes not
And situation just open draining pump 4-9 realize forced-ventilated.
The content that this specification is not described in detail belongs to prior art known to professional and technical personnel in the field.
Claims (10)
1. the obvious burst abandoned stream of early-stage rainwater feature under a kind of separate system and mixed flow system, regulating and storing and Online Processing System, wrap
Rainwater branch pipe (2), branch sewer (3) and common sewer (5) are included, whole pipe network region is that area is flat 0.2-4 by mesh generation
Rainwater treatment subregion between Fang Gongli, it is characterised in that：Each rainwater treatment subregion (1) includes a rainwater branch pipe
(2), a branch sewer (3) and an abandoned stream well (8), each branch sewer (3) connect with common sewer (5), described
Common sewer (5) is connected with sewage treatment plant (6)；Each abandoned stream well (8) water inlet is connected with rainwater branch pipe (2), is also wrapped
Online combined system (4) of regulating and storing is included, the online combined system (4) of regulating and storing is with water inlet and delivery port, each abandoned stream
The pure water inlet of well (8) is connected with online combined system (4) water inlet of regulating and storing, the outlet of sewer of each abandoned stream well (8) with
Common sewer (5) is connected, and the delivery port of the online combined system (4) of regulating and storing is connected with natural water (7).
2. the obvious burst abandoned stream of early-stage rainwater feature under separate system according to claim 1 and mixed flow system, regulate and store and
Online Processing System, it is characterised in that：Also regulated and stored system (9) including end, the end regulate and store system (9) water inlet with it is dirty
Supply mains (5) is connected, and delivery port is connected with sewage treatment plant (6)；The end regulate and store system (9) including buffer pool (9-1) with
End storage pond (9-2).
3. the obvious burst abandoned stream of early-stage rainwater feature under separate system according to claim 1 and mixed flow system, regulate and store and
Online Processing System, it is characterised in that：The online combined system (4) of regulating and storing includes buffer pool (4-14), the buffer pool (4-
14) it is other to be provided with the online processing storage pond (4-1) communicated therewith and urgent flood discharge gallery (4-13)；The rainwater branch pipe (3)
Connected with buffer pool (4-14), urgent flood discharge gallery (4-13) delivery port is connected with natural water (7).
4. the obvious burst abandoned stream of early-stage rainwater feature under separate system according to claim 3 and mixed flow system, regulate and store and
Online Processing System, it is characterised in that：Also include collecting-tank (4-2) and blowoff basin (4-4)；The online processing storage pond (4-
1) water side is connected with the collecting-tank (4-2)；The blowoff basin (4-4) passes through bottom-open type weir with the collecting-tank (4-2)
Door (4-6) connection；Draining pump (4-9) is provided with the collecting-tank (4-2)；The draining pump (4-9) passes through drainage pipeline (4-
10) connected with the blowoff basin (4-4), the blowoff basin (4-4) connects with natural water (7), the urgent flood discharge gallery (4-
13) connected with the collecting-tank (4-2) or natural water.
5. the obvious burst abandoned stream of early-stage rainwater feature under separate system according to claim 3 and mixed flow system, regulate and store and
Online Processing System, it is characterised in that：The online processing storage pond (4-1) and the shared side wall wall of the buffer pool (4-14)
Online processing storage pond water inlet is provided with body；The urgent flood discharge gallery (4-13) and the buffer pool (4-14) are shared
Urgent flood discharge gallery water inlet is provided with the wall wall of side；The online processing storage pond water inlet and the urgent flood discharge gallery
Weir gate or hydraulic gate are provided with water inlet.
6. the obvious burst abandoned stream of early-stage rainwater feature under separate system according to claim 1 and mixed flow system, regulate and store and
Online Processing System, it is characterised in that：Each abandoned stream well (8) is connected or multiple with an online combined system (4) of regulating and storing
The abandoned stream well (8) online combined system (4) of being regulated and stored jointly with one is connected.
7. the obvious burst abandoned stream of early-stage rainwater feature under separate system according to claim 4 and mixed flow system, regulate and store and
Online Processing System, it is characterised in that：The collecting-tank (4-2) and the online processing storage pond (4-1) share one side first
Public wall (4-1-1)；The collecting-tank (4-2) and the blowoff basin (4-4) share the second public wall (4-2-1) of one side；
The bottom-open type weir gate (4-6) is provided with the second public wall (4-2-1).
8. the obvious burst abandoned stream of early-stage rainwater feature under separate system according to claim 7 and mixed flow system, regulate and store and
Online Processing System, it is characterised in that：It is provided with the first public wall (4-1-1) and the multiple through holes of institute.
9. the obvious burst abandoned stream of early-stage rainwater feature under separate system according to claim 4 and mixed flow system, regulate and store and
Online Processing System, it is characterised in that：The online processing storage pond (4-1) passes through water-carrying groove (4-3) and the collecting-tank (4-
2) connect, direction of the water-carrying groove (4-3) along the water purification overflow after online processing storage pond (4-1) processing is arranged.
10. the obvious burst abandoned stream of early-stage rainwater feature under separate system according to claim 4 and mixed flow system, regulate and store and
Online Processing System, it is characterised in that：Also include first liquid level gauge (4-7), second liquid level gauge (4-8) and control cabinet (4-11)；
The first liquid level gauge (4-7) for monitoring water level height in collecting-tank is provided with the collecting-tank (4-2)；The draining
The second liquid level gauge (4-8) for monitoring water level height in blowoff basin is provided with pond (4-4)；The control cabinet (4-11)
Electrically connected with the first liquid level gauge (4-7) and the second liquid level gauge (4-8)；The draining pump (4-9) can be in the control
It is turned on and off in the presence of case (4-11)；The weir gate door-plate of the bottom-open type weir gate (4-6) can be at the control cabinet (4-11)
In the presence of move up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621479829.5U CN206554218U (en) | 2016-12-30 | 2016-12-30 | The obvious burst abandoned stream of early-stage rainwater feature under separate system and mixed flow system, regulate and store and Online Processing System |
Applications Claiming Priority (1)
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592735A (en) * | 2016-12-30 | 2017-04-26 | 武汉圣禹排水系统有限公司 | Separate-zone rainwater flow, regulation and storage, and on-line treatment system with obvious initial rainwater feature under separate system and mixed flow system |
| CN110439097A (en) * | 2019-07-30 | 2019-11-12 | 天津市市政工程设计研究院 | A kind of rainwater storage tank built jointly with drainage pumping plant |
| CN111441446A (en) * | 2020-03-27 | 2020-07-24 | 武汉圣禹排水系统有限公司 | Drainage method, electronic equipment and controller used for drainage method |
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2016
- 2016-12-30 CN CN201621479829.5U patent/CN206554218U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592735A (en) * | 2016-12-30 | 2017-04-26 | 武汉圣禹排水系统有限公司 | Separate-zone rainwater flow, regulation and storage, and on-line treatment system with obvious initial rainwater feature under separate system and mixed flow system |
| CN110439097A (en) * | 2019-07-30 | 2019-11-12 | 天津市市政工程设计研究院 | A kind of rainwater storage tank built jointly with drainage pumping plant |
| CN111441446A (en) * | 2020-03-27 | 2020-07-24 | 武汉圣禹排水系统有限公司 | Drainage method, electronic equipment and controller used for drainage method |
| CN111441446B (en) * | 2020-03-27 | 2022-06-17 | 武汉圣禹排水系统有限公司 | Drainage method, electronic equipment used for drainage method and controller |
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