CN104612237A - Rainfall flood regulating system - Google Patents
Rainfall flood regulating system Download PDFInfo
- Publication number
- CN104612237A CN104612237A CN201510063496.1A CN201510063496A CN104612237A CN 104612237 A CN104612237 A CN 104612237A CN 201510063496 A CN201510063496 A CN 201510063496A CN 104612237 A CN104612237 A CN 104612237A
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- China
- Prior art keywords
- storage pond
- draining
- control system
- level sensor
- flood
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/102—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins using already existing parts of the sewer system for runoff-regulation
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The invention discloses a rainfall flood regulating system which comprises a draining aisle, a rainwater inlet is formed in the left end of the draining aisle, an outlet for rainwater to be processed is formed in the right end of the draining aisle, a draining opening is formed in the front side of the draining aisle, a draining control weir gate is arranged at the draining opening, and a first level sensor is arranged in the draining aisle. A first regulation and storage tank and a second regulation and storage tank are arranged on the rear side of the draining aisle, a first overflow structure is arranged between the draining aisle and the first regulation and storage tank, a second overflow structure is arranged between the first regulation and storage tank and the second regulation and storage tank, a front water passing channel is connected between the first regulation and storage tank and the second regulation and storage tank, a one-way check valve is arranged on the front water passing channel, a submersible sewage pump is arranged in the first regulation and storage tank, and the water outlet end of the submersible sewage pump is connected with the draining aisle. Rainwater and the flood peak in the middle period are regulated in time while initial rainwater is separated, pollution of the initial rainwater and city and town waterlogging are effectively prevented, and regulation and storage are safe and reliable.
Description
Technical field
The present invention relates to drainage system, refer to a kind of flood control system particularly.
Background technology
Along with increasing of urban atmospheric pollution and ground pollution, rainwater runoff pollution is further serious, especially the early-stage rainwater that pollutant is more, according to investigations, the pollutant index peak of the early-stage rainwater in some area is with far away higher than typical urban sanitary sewage, and it is very necessary for therefore carrying out collecting process for first rain; In addition, when precipitation or continuous precipitation, easily form ponding, cause cities and towns waterlogging.
At present, be generally that rainwater whole process is entered natural water, this mode can cause certain water pollution.Along with the reinforcement of environmental consciousness and the development of rainwater catchment system technology, in drainage system, starting consideration takes the flood control facilities such as catchpit to dam to early-stage rainwater, early-stage rainwater is delivered to Wastewater Treatment Plant and carries out purified treatment, and then middle and later periods rainwater is directly entered in natural water.There is following shortcoming in existing flood control facility: 1) exists flood control delayed, easily form ponding, causes cities and towns waterlogging to happen occasionally; 2) fuzzy extensive to primary rainwater closure flow-control, if just rain is separated insufficient, will produce natural water and pollute, if dammed just, rain is too much, waste and the irrational use of storm detention tank limited resources will be caused, require also very high to Sewage Plant treating capacity in addition.
Summary of the invention
Object of the present invention will provide a kind of flood control system exactly, and this system can regulate and control in time to rainwater, effectively prevent cities and towns waterlogging and early-stage rainwater and directly discharges and pollute.
For achieving the above object, the technical solution used in the present invention is: a kind of flood control system, comprises draining passageway, described draining passageway left end is provided with rainwater import, right-hand member is provided with pending rainwater outlet, is provided with floodwater releasing port on front side of described draining passageway, and described floodwater releasing port place is provided with flood discharge and controls weir gate; The first storage pond and the second storage pond is provided with from left to right side by side on rear side of described draining passageway, the first flow structure is provided with between described draining passageway and described first storage pond, the second flow structure is provided with between described first storage pond and described second storage pond, and between described first storage pond and described second storage pond, be connected with rear aquaporin excessively, described rear aquaporin of crossing is provided with one way stop peturn valve, be provided with submersible sewage pump in described first storage pond, the water side of described submersible sewage pump is connected with described draining passageway.
Early-stage rainwater is directly discharged into Wastewater Treatment Plant by draining passageway and processes by the present invention, avoids the harm of early-stage rainwater to natural water; And by the first storage pond, the second storage pond, the appropriate cooperation of the first flow structure and the second flow structure, regulates and controls rainwater in mid-term; Control the timely flood discharge of weir gate by flood discharge simultaneously, realize flood peak regulation and control, and then prevent cities and towns waterlogging; After rainfall terminates, when the water level decreasing in draining passageway is to setting value, the submersible sewage pump in the first storage pond is opened, and is extracted in draining passageway by the rainwater stored and discharges in the first storage pond and the second storage pond; The present invention realize early-stage rainwater be separated while can to mid-term rainwater and flood peak regulate and control in time, according to the difference of rainfall, the discharge of rainwater is controlled in order and regulated and stored, the pollution effectively preventing early-stage rainwater directly to discharge and the waterlogging in cities and towns, and structure is simple, cost is low, can Automatic Control, without the need to manual operation, regulate and store safe and reliable.
Further, the water level design height of described flood discharge control weir gate is greater than the water level design height of described first flow structure, and the water level design height of described first flow structure is greater than the water level design height of described second flow structure.
Further, also comprise control unit, the first liquid level sensor is provided with in described draining passageway, be provided with the second liquid level sensor in described first storage pond, the signal output part of described first liquid level sensor and described second liquid level sensor is connected with the signal input part of described submersible sewage pump respectively by described control unit.After rainfall terminates, when the water level decreasing in draining passageway is to setting value, the first liquid level sensor sends signal, thus the submersible sewage pump in the first storage pond is opened, and is extracted in draining passageway by the rainwater stored and discharges in the first storage pond and the second storage pond; When in the first storage pond, water level decreasing is to setting value, the second liquid level sensor sends signal, thus the submersible sewage pump in the first storage pond is closed.
Further, be respectively equipped with flusher in described first storage pond and described second storage pond, in described first storage pond, be provided with the first submersible pump, in described second storage pond, be provided with the second submersible pump and the 3rd liquid level sensor; The signal input part of described first submersible pump is connected by the signal output part of described control unit with described second liquid level sensor, and the signal input part of described second submersible pump is connected with the signal output part of described 3rd liquid level sensor by described control unit.When in the first storage pond and the second storage pond, water level is reduced to setting value, second liquid level sensor and the 3rd liquid level sensor send signal, thus the first submersible pump and the second submersible pump are opened, respectively to water filling in waterpower tipping bucket, rinse timely bottom storage pond, the sewage rinsed is extracted out by submersible sewage pump, is discharged into Wastewater Treatment Plant processes through draining passageway.
Further, described draining passageway comprises the left bank hydroecium be positioned on front side of described first storage pond and the right drip chamber be positioned on front side of described second storage pond, cross aquaporin before being connected with between described left bank hydroecium and described right drip chamber, cross aquaporin before described and be provided with permanent flow valve; Described flood discharge controls weir gate and is arranged in described left bank hydroecium.Owing to containing the more particle with pollutant in early-stage rainwater, and the rainfall of early-stage rainwater is not very large, during by draining passageway, is directly discharged into Wastewater Treatment Plant processes through permanent flow valve.
Further, described flood discharge controls weir gate is that floating box type upstream controls weir gate.
Further, described first flow structure and described second flow structure are respectively overflow wall.Further, described flusher is that waterpower tipping bucket or flap type rinse door.
Further, described front aquaporin is excessively arranged on the bottom of the division wall of described left bank hydroecium and described right drip chamber.
Further, described rear aquaporin is excessively arranged on the bottom of the division wall of described first storage pond and described second storage pond.
Accompanying drawing explanation
Fig. 1 is a kind of structural representation of flood control system.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in further detail, is convenient to more clearly understand the present invention, but they do not form restriction to the present invention.
As shown in Figure 1, a kind of flood control system, comprise draining passageway 1 and control unit (not shown), described draining passageway 1 comprises left bank hydroecium 1-1 and right drip chamber 1-2, aquaporin 19 is crossed before being connected with between left bank hydroecium 1-1 and right drip chamber 1-2, this front aquaporin 19 is excessively located at the bottom of left bank hydroecium 1-1 and right drip chamber 1-2 division wall, cross aquaporin 19 before described and be provided with permanent flow valve 20, left bank hydroecium 1-1 left end has rainwater import 2, right drip chamber 1-2 right-hand member has pending rainwater outlet 3, and pending rainwater outlet 3 is communicated with Wastewater Treatment Plant by pipeline; On front side of left bank hydroecium 1-1, wall is provided with floodwater releasing port 4, is provided with flood discharge and controls weir gate 5 in the left bank hydroecium 1-1 on rear side of floodwater releasing port 4, and this flood discharge controls weir gate 5 and adopts floating box type upstream to control weir gate, is provided with the first liquid level sensor 6 in left bank hydroecium 1-1.
In such scheme, the first storage pond 7 is provided with on rear side of left bank hydroecium 1-1, the second storage pond 8 is provided with on rear side of right drip chamber 1-2, the first flow structure 9 is provided with between left bank hydroecium 1-1 and the first storage pond 7, this first flow structure 9 is overflow wall, first storage pond 7 and the second storage pond 8 are arranged side by side, separated by the second flow structure 10 between two ponds, this second flow structure 10 is also overflow wall, overflow wall height between left bank hydroecium 1-1 and the first storage pond 7 is higher than the height of overflow wall between the first storage pond 7 and the second storage pond 8, flood discharge controls the water level design height of weir gate 5 then higher than the overflow wall height between left bank hydroecium 1-1 and the first storage pond 7, rear aquaporin 11 is excessively connected with between the first storage pond 7 and the second storage pond 8, rear aquaporin 11 is excessively opened in the bottom of the second flow structure 10, this rear aquaporin 11 of crossing adopts connecting pipe, the port of export of connecting pipe is provided with one way stop peturn valve 12, be respectively equipped with for the flusher 15 rinsed bottom storage pond in first storage pond 7 and the second storage pond 8, this flusher 15 adopts waterpower tipping bucket, and first is also provided with submersible sewage pump 13, first submersible pump 16 and the second liquid level sensor 14 in storage pond 7, the water side of submersible sewage pump 13 is communicated with left bank hydroecium 1-1, is also provided with the second submersible pump 17 and the 3rd liquid level sensor 18 in the second storage pond 8, the signal output part of the first liquid level sensor 6 and the second liquid level sensor 14 is connected with the signal input part of submersible sewage pump 13 respectively by control unit, the signal output part of the second liquid level sensor 14 is also connected by the signal input part of control unit with the first submersible pump 16, and the signal output part of the 3rd liquid level sensor 18 is connected by the signal input part of control unit with the second submersible pump 17.
The course of work of above-mentioned flood control system is as follows: after starting rainfall, early-stage rainwater enters left bank hydroecium 1-1 from rainwater import 2, after the front permanent flow valve 20 crossed on aquaporin 19, be directly discharged into Wastewater Treatment Plant 21 from pending rainwater outlet 3 process, realize early-stage rainwater regulation and control, if continuation rainfall, rainfall in left bank hydroecium 1-1 can continue to increase, when the height of left bank hydroecium 1-1 middle water level more than the first flow structure 9, now rainwater can climb over the first flow structure 9 and enters into the first storage pond 7 and store, when the height of the first storage pond 7 middle water level more than the second flow structure 10, rainwater climbs over the second flow structure 10 and enters into the second storage pond 8 and carry out precipitating and storing, and realizes rainwater regulation and control in mid-term, if continue rainfall, when the first storage pond 7 and the second storage pond 8 are all filled, when left bank hydroecium 1-1 middle water level reaches the water level settings height of floating box type upstream control weir gate at floodwater releasing port 4 place, floating box type upstream controls weir gate and automatically opens, rainwater controls weir gate by floating box type upstream and is discharged in the natural water 22 of rivers, and then prevent cities and towns waterlogging, realize flood peak regulation and control, after rainfall terminates, when water level decreasing in left bank hydroecium 1-1 is to setting value, first liquid level sensor 6 sends signal, submersible sewage pump 13 is opened, the rainwater stored in first storage pond 7 is extracted in left bank hydroecium 1-1 and discharges, aquaporin 11 is crossed before being connected with between the first storage pond 7 and the second storage pond 8, rear aquaporin 11 of crossing is provided with one way stop peturn valve 12, now, in second storage pond 8, rainwater flows in the first storage pond 7 through one way stop peturn valve 12, and then the rainwater in two storage ponds is extracted in left bank hydroecium 1-1 by submersible sewage pump 13 together and discharges, and when the first storage pond 7 and the second storage pond 8 middle water level are reduced to setting value, second liquid level sensor 14 and the 3rd liquid level sensor 18 send signal respectively, first submersible pump 16 and the second submersible pump 17 are opened, respectively to water filling in two waterpower tipping buckets, rinse timely bottom two storage ponds respectively, the sewage rinsed is extracted out by submersible sewage pump 13, be discharged into Wastewater Treatment Plant to process.
Claims (10)
1. a flood control system, comprise draining passageway (1), described draining passageway (1) left end is provided with rainwater import (2), right-hand member is provided with pending rainwater outlet (3), it is characterized in that: described draining passageway (1) front side is provided with floodwater releasing port (4), and described floodwater releasing port (4) place is provided with flood discharge and controls weir gate (5), described draining passageway (1) rear side is provided with the first storage pond (7) and the second storage pond (8) from left to right side by side, the first flow structure (9) is provided with between described draining passageway (1) and described first storage pond (7), the second flow structure (10) is provided with between described first storage pond (7) and described second storage pond (8), and between described first storage pond (7) and described second storage pond (8), be connected with rear aquaporin (11) excessively, described rear aquaporin (11) of crossing is provided with one way stop peturn valve (12), submersible sewage pump (13) is provided with in described first storage pond (7), the water side of described submersible sewage pump (13) is connected with described draining passageway (1).
2. flood control system according to claim 1, it is characterized in that: the water level design height of described flood discharge control weir gate (5) is greater than the water level design height of described first flow structure (9), and the water level design height of described first flow structure (9) is greater than the water level design height of described second flow structure (10).
3. flood control system according to claim 1 and 2, it is characterized in that: also comprise control unit, the first liquid level sensor (6) is provided with in described draining passageway (1), be provided with the second liquid level sensor (14) in described first storage pond (7), the signal output part of described first liquid level sensor (6) and described second liquid level sensor (14) is connected with the signal input part of described submersible sewage pump (13) respectively by described control unit.
4. flood control system according to claim 3, it is characterized in that: in described first storage pond (7) and described second storage pond (8), be respectively equipped with flusher (15), be provided with the first submersible pump (16) in described first storage pond (7), in described second storage pond (8), be provided with the second submersible pump (17) and the 3rd liquid level sensor (18); The signal input part of described first submersible pump (16) is connected with the signal output part of described second liquid level sensor (14) by described control unit, and the signal input part of described second submersible pump (17) is connected with the signal output part of described 3rd liquid level sensor (18) by described control unit.
5. flood control system according to claim 1, it is characterized in that: described draining passageway (1) comprises the left bank hydroecium (1-1) being positioned at described first storage pond (7) front side and the right drip chamber (1-2) being positioned at described second storage pond (8) front side, cross aquaporin (19) before being connected with between described left bank hydroecium (1-1) and described right drip chamber (1-2), cross aquaporin (19) before described and be provided with permanent flow valve (20); Described flood discharge controls weir gate (5) and is arranged in described left bank hydroecium (1-1).
6. the flood control system according to claim 1 or 2 or 5, is characterized in that: described flood discharge controls weir gate (5) for floating box type upstream control weir gate.
7. flood control system according to claim 1, is characterized in that: described first flow structure (9) and described second flow structure (10) are respectively overflow wall.
8. flood control system according to claim 4, is characterized in that: described flusher (15) is waterpower tipping bucket or flap type flushing door.
9. flood control system according to claim 5, is characterized in that: cross the bottom that aquaporin (19) is arranged on the division wall of described left bank hydroecium (1-1) and described right drip chamber (1-2) before described.
10. flood control system according to claim 1, is characterized in that: described rear aquaporin (11) is excessively arranged on the bottom of the division wall of described first storage pond (7) and described second storage pond (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510063496.1A CN104612237B (en) | 2015-02-06 | 2015-02-06 | Rainfall flood regulating system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510063496.1A CN104612237B (en) | 2015-02-06 | 2015-02-06 | Rainfall flood regulating system |
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| Publication Number | Publication Date |
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| CN104612237A true CN104612237A (en) | 2015-05-13 |
| CN104612237B CN104612237B (en) | 2017-02-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510063496.1A Withdrawn - After Issue CN104612237B (en) | 2015-02-06 | 2015-02-06 | Rainfall flood regulating system |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831682A (en) * | 2015-05-15 | 2015-08-12 | 上海诺山工程设计咨询有限公司 | Flood storage waterlogging prevention device capable of increasing urban river channel water storage |
| CN104912146A (en) * | 2015-05-20 | 2015-09-16 | 武汉圣禹排水系统有限公司 | Intelligent water drawing jet flushing device and control method thereof |
| CN104929232A (en) * | 2015-06-12 | 2015-09-23 | 武汉圣禹排水系统有限公司 | Flood storage pond |
| CN104975648A (en) * | 2015-06-18 | 2015-10-14 | 武汉圣禹排水系统有限公司 | Combined system underground initial rainwater storage tank |
| CN105064494A (en) * | 2015-07-17 | 2015-11-18 | 武汉圣禹排水系统有限公司 | Rainwater closure system |
| CN105544702A (en) * | 2016-02-05 | 2016-05-04 | 武汉圣禹排水系统有限公司 | Separate system first rain regulation and storage treatment system |
| CN105604176A (en) * | 2016-02-05 | 2016-05-25 | 武汉圣禹排水系统有限公司 | Combined-system first rain regulation and storage treatment system |
| CN105625545A (en) * | 2016-02-15 | 2016-06-01 | 武汉圣禹排水系统有限公司 | Region sectioning rainwater treatment system based on separate-system pipe network |
| 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 |
| CN105714913A (en) * | 2016-02-15 | 2016-06-29 | 武汉圣禹排水系统有限公司 | Zone partition rainwater flow dividing treatment system based on separate system pipe network |
| CN108221885A (en) * | 2018-03-29 | 2018-06-29 | 辽宁省水利水电勘测设计研究院有限责任公司（原名称为辽宁省水利水电勘测设计研究院） | Duct run-off |
| CN110029721A (en) * | 2019-04-22 | 2019-07-19 | 中国电建集团华东勘测设计研究院有限公司 | A kind of combine with the pipe culvert of blowdown and first rain Regulation Function cuts dirty structure |
| CN110820906A (en) * | 2019-11-20 | 2020-02-21 | 北京清源华建环境科技有限公司 | Intercepting well |
| CN111851690A (en) * | 2020-08-09 | 2020-10-30 | 北京逸智联科技有限公司 | Sponge urban rainwater storage and distribution method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104831682A (en) * | 2015-05-15 | 2015-08-12 | 上海诺山工程设计咨询有限公司 | Flood storage waterlogging prevention device capable of increasing urban river channel water storage |
| CN104912146A (en) * | 2015-05-20 | 2015-09-16 | 武汉圣禹排水系统有限公司 | Intelligent water drawing jet flushing device and control method thereof |
| CN104912146B (en) * | 2015-05-20 | 2018-04-24 | 武汉圣禹排水系统有限公司 | Intelligence is drawn water jet douche device and its control method |
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| CN104975648A (en) * | 2015-06-18 | 2015-10-14 | 武汉圣禹排水系统有限公司 | Combined system underground initial rainwater storage tank |
| CN105064494A (en) * | 2015-07-17 | 2015-11-18 | 武汉圣禹排水系统有限公司 | Rainwater closure system |
| 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 |
| CN105604176A (en) * | 2016-02-05 | 2016-05-25 | 武汉圣禹排水系统有限公司 | Combined-system first rain regulation and storage 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 |
| CN105544702A (en) * | 2016-02-05 | 2016-05-04 | 武汉圣禹排水系统有限公司 | Separate system first rain regulation and storage treatment system |
| CN105625545A (en) * | 2016-02-15 | 2016-06-01 | 武汉圣禹排水系统有限公司 | Region sectioning rainwater treatment system based on separate-system pipe network |
| CN105714913A (en) * | 2016-02-15 | 2016-06-29 | 武汉圣禹排水系统有限公司 | Zone partition rainwater flow dividing treatment system based on separate system pipe network |
| CN105714913B (en) * | 2016-02-15 | 2018-07-13 | 武汉圣禹排水系统有限公司 | A kind of region fragment rainwater shunting processing system based on separate system pipe network |
| CN108221885A (en) * | 2018-03-29 | 2018-06-29 | 辽宁省水利水电勘测设计研究院有限责任公司（原名称为辽宁省水利水电勘测设计研究院） | Duct run-off |
| CN108221885B (en) * | 2018-03-29 | 2023-09-26 | 辽宁省水利水电勘测设计研究院有限责任公司（原名称为辽宁省水利水电勘测设计研究院） | Overflow pool for duct |
| CN110029721A (en) * | 2019-04-22 | 2019-07-19 | 中国电建集团华东勘测设计研究院有限公司 | A kind of combine with the pipe culvert of blowdown and first rain Regulation Function cuts dirty structure |
| CN110029721B (en) * | 2019-04-22 | 2024-05-31 | 中国电建集团华东勘测设计研究院有限公司 | Pipe culvert combined sewage interception structure with sewage discharge and initial rain regulation functions |
| CN110820906A (en) * | 2019-11-20 | 2020-02-21 | 北京清源华建环境科技有限公司 | Intercepting well |
| CN111851690A (en) * | 2020-08-09 | 2020-10-30 | 北京逸智联科技有限公司 | Sponge urban rainwater storage and distribution method |
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