CN207392409U - A kind of Mobyneb Vatch basin system - Google Patents
A kind of Mobyneb Vatch basin system Download PDFInfo
- Publication number
- CN207392409U CN207392409U CN201721431851.7U CN201721431851U CN207392409U CN 207392409 U CN207392409 U CN 207392409U CN 201721431851 U CN201721431851 U CN 201721431851U CN 207392409 U CN207392409 U CN 207392409U
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- Prior art keywords
- vatch basin
- outlet pipe
- mobyneb
- gate
- liquid level
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 20
- 239000007788 liquid Substances 0.000 claims abstract description 19
- 239000010865 sewage Substances 0.000 claims abstract description 14
- 239000003344 environmental pollutant Substances 0.000 claims abstract description 6
- 231100000719 pollutant Toxicity 0.000 claims abstract description 6
- 239000008239 natural water Substances 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 2
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 231100000614 poison Toxicity 0.000 description 2
- 230000007096 poisonous effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 239000011384 asphalt concrete Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative effect Effects 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 244000052769 pathogen Species 0.000 description 1
- 230000001717 pathogenic effect Effects 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Physical Water Treatments (AREA)
- Sewage (AREA)
Abstract
The utility model discloses a kind of Mobyneb Vatch basin system, including VSR vertical gratings, ultrasonic liquid level sensor, lock slot, ASA bottom-open types weir gate, water inlet pipe, the first outlet pipe, the second outlet pipe, maximum stream flow current limliting gate, first rain storage pond, sewage treatment plant, control room and Vatch basin.This Vatch basin uses SCADA intelligent control systems, can be unattended for a long time, automatic to work；On-site manual, automatic and long-range start-up and shut-down control can be realized by SCADA intelligent control systems, monitor the operating status of Vatch basin drainage equipment and performance parameter, the conservation status of display device in real time；There is unusual condition automatic alarm and record；Each equipment running status of Vatch basin can be realized by mobile terminal and be monitored and controlled in real time；Vertical gratings can intercept floating material, prevent that it is discharged into natural water, while can be transported to the pollutant being attached on grid on ground by rake teeth uniformly to collect processing.
Description
Technical field
The utility model belongs to urban road rainwater treatment technical field, and in particular to a kind of Mobyneb Vatch basin system
System.
Background technology
Initial rainwater, as the term suggests rainwater when being exactly rainfall initial stage.After initial rainwater washes away air and earth's surface, carry big
The poisonous and harmful substance of amount.City initial rainwater has dissolved a large amount of sour gas in air, vehicle exhaust, work at rainfall initial stage
The pollution gas such as factory's exhaust gas, behind ground of landing, and due to washing away asphalt felt roofing, asphalt concrete road, rain dirt channel
In the sewage, sludge and the rubbish that stockpile etc. so that contain substantial amounts of organic matter, pathogen, heavy metal, grease, suspension in rainwater
The polluters such as solid.Therefore the poisonous and harmful substance carried in initial rainwater is more more than sanitary sewage.If initial rainwater is straight
Run in into river, lake, the serious pollution water environment of meeting, so, initial rainwater need to be handled.
At present, typically first rain is shut off to sewage conduct using pipe network system of shutting off, send to sewage treatment plant and carry out only
Change is handled, and the rainwater pollution lesser extent in rainfall later stage, and suspended matter, solid in trap water are pre-processed by vertical gratings
After grain impurity, natural water is directly discharged into.
Utility model content
The purpose of this utility model is to provide a kind of Mobyneb Vatch basin system, to solve to carry in above-mentioned background technology
The problem of going out.
To achieve the above object, the utility model provides following technical solution：A kind of Mobyneb Vatch basin system, including
VSR vertical gratings, ultrasonic liquid level sensor, lock slot, ASA bottom-open types weir gate, water inlet pipe, the first outlet pipe, the second outlet pipe,
Maximum stream flow current limliting gate, first rain storage pond, sewage treatment plant, control room and Vatch basin, the VSR vertical gratings be mounted on into
At the water inlet position of water pipe, the one sides of the VSR vertical gratings is provided with Vatch basin, and the side of the Vatch basin is provided with super
Sound wave liquid level sensor, the one side of the Vatch basin are provided with lock slot, and the one side of the lock slot is provided with ASA bottom-open type weir gates,
The right side bottom of the Vatch basin is provided with the first outlet pipe, and one side of the Vatch basin away from water inlet pipe and the first outlet pipe is set
The second outlet pipe is equipped with, the other end of second outlet pipe is connected with maximum stream flow current limliting gate, second outlet pipe
Centre position is connected with just rain storage pond, the control room by pipeline and is arranged close to the position of maximum stream flow current limliting gate
Place, the one side of the maximum stream flow current limliting gate away from the second outlet pipe is connected to sewage treatment plant by pipeline.
Preferably, it is provided with pollutant transportation rake teeth on the VSR vertical gratings.
Preferably, it is provided with ultrasonic liquid level sensor on the just inner wall of rain storage pond.
Preferably, the one side of the maximum stream flow current limliting gate is provided with ultrasonic liquid level sensor.
Preferably, the ASA bottom-open types weir gate is electrically connected with automatic control system.
Preferably, the ultrasonic liquid level sensor and ASA bottom-open types weir gate are electrically connected with control room.
Compared with prior art, the beneficial effects of the utility model are：
1. Vatch basin uses SCADA intelligent control systems, can be unattended for a long time, automatic to work；
2. can realize on-site manual, automatic and long-range start-up and shut-down control by SCADA intelligent control systems, monitor in real time
The operating status of Vatch basin drainage equipment and the performance parameter of display device, conservation status；
3. there is unusual condition automatic alarm and record, while related technical personnel's pass hull closure can be notified immediately and is arrived
Field maintenance equipment.It can all monitoring informations of real-time query, affair alarm information and all operation informations；
4. can monitoring in real time realize each equipment running status of Vatch basin by mobile terminal (mobile phone and removable computer)
And control.
5. vertical gratings can intercept floating material, it is prevented to be discharged into natural water, while can will be attached on grid
Pollutant is transported to by rake teeth on ground uniformly to collect processing.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the structure diagram of the utility model Vatch basin；
In figure：1st, VSR vertical gratings；2nd, ultrasonic liquid level sensor；3rd, lock slot；4th, ASA bottom-open types weir gate；5th, intake
Pipe；6th, the first outlet pipe；7th, the second outlet pipe；8th, maximum stream flow current limliting gate；9th, first rain storage pond；10th, sewage treatment plant；
11st, control room；12nd, Vatch basin.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
- 2 are please referred to Fig.1, the utility model provides following technical scheme：A kind of Mobyneb Vatch basin system, including VSR
Vertical gratings 1, ultrasonic liquid level sensor 2, lock slot 3, ASA bottom-open types weir gate 4, water inlet pipe 5, the first outlet pipe 6, the second water outlet
Pipe 7, maximum stream flow current limliting gate 8, first rain storage pond 9, sewage treatment plant 10, control room 11 and Vatch basin 12, VSR vertical gratings
1 is mounted at the water inlet position of water inlet pipe 5, and pollutant transportation rake teeth is provided on VSR vertical gratings 1, VSR will be attached to and hangs down
Pollutant on straight grid 1 is transported to by rake teeth on ground uniformly to collect processing, and the one side of VSR vertical gratings 1 is provided with
Vatch basin 12, the side of Vatch basin 12 are provided with ultrasonic liquid level sensor 2, and the one side of Vatch basin 12 is provided with lock slot 3, lock slot
3 one side is provided with ASA bottom-open types weir gate 4, and ASA bottom-open types weir gate 4 is electrically connected with automatic control system, by automatic control system
Hydraulic oil cylinder driving control door-plate lifting is opened and closed, the multiple functions such as flushing, water level control and flow control are realized, to bottom-open type weir of surging
Door can be achieved it is unattended automatically control, the right side bottom of Vatch basin 12 is provided with the first outlet pipe 6, and Vatch basin 12 is away from water inlet
The one side of 5 and first outlet pipe 6 of pipe is provided with the second outlet pipe 7, and the other end of the second outlet pipe 7 is connected with maximum stream flow current limliting
Gate 8, the one side of maximum stream flow current limliting gate 8 are provided with ultrasonic liquid level sensor 2, and the centre position of the second outlet pipe 7 leads to
Piping is connected with just rain storage pond 9, is provided with ultrasonic liquid level sensor 2 on the inner wall of first rain storage pond 9, control room 11 is pacified
It is installed adjacent at the position of maximum stream flow current limliting gate 8, one side of the maximum stream flow current limliting gate 8 away from the second outlet pipe 7 passes through
Pipeline is connected to sewage treatment plant 10, and ultrasonic liquid level sensor 2 and ASA bottom-open types weir gate 4 are electrically connected with control room 11.
When natural water water level is higher than the tube bottom absolute altitude of 12 decontamination water treatment plant of Vatch basin, 10 sewage conduct：It is dirty during dry season
Water shuts off to Vatch basin 12, directly passes through pipeline flow-direction sewage treatment plant 10.When heavy showers occurs, pipeline water level rises,
Initial rainwater is collected into first rain storage pond 9, and after just rain storage pond 9 reaches peak level, ultrasonic liquid level sensor 2 is by liquid
Position signal passes to control room 11, and control room 11 automatically controls 4 aperture of ASA bottom-open types weir gate, and later stage stormwater overflow enters Natural Water
Body.ASA bottom-open types weir gate 4 is raised with the rise of natural water water level, while weir gate absolute altitude is prevented higher than natural water water level
Only natural water pours in down a chimney into Vatch basin 12, so as to prevent urban flooding.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that in the case where not departing from the principle of the utility model and spirit can these embodiments be carried out with a variety of variations, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of Mobyneb Vatch basin system, including VSR vertical gratings (1), ultrasonic liquid level sensor (2), lock slot (3),
ASA bottom-open types weir gate (4), water inlet pipe (5), the first outlet pipe (6), the second outlet pipe (7), maximum stream flow current limliting gate (8), just
Rain storage pond (9), sewage treatment plant (10), control room (11) and Vatch basin (12), it is characterised in that：The VSR vertical gratings
(1) at the water inlet position of water inlet pipe (5), the one side of the VSR vertical gratings (1) is provided with Vatch basin (12), institute
The side for stating Vatch basin (12) is provided with ultrasonic liquid level sensor (2), and the one side of the Vatch basin (12) is provided with lock slot
(3), the one side of the lock slot (3) is provided with ASA bottom-open types weir gate (4), and the right side bottom of the Vatch basin (12) is provided with
One outlet pipe (6), one side of the Vatch basin (12) away from water inlet pipe (5) and the first outlet pipe (6) are provided with the second outlet pipe
(7), the other end of second outlet pipe (7) is connected with maximum stream flow current limliting gate (8), in second outlet pipe (7)
Between position just rain storage pond (9) is connected with by pipeline, the control room (11) is arranged close to maximum stream flow current limliting gate (8)
Position at, the maximum stream flow current limliting gate (8) is connected to sewage disposal away from the one side of the second outlet pipe (7) by pipeline
Factory (10).
2. a kind of Mobyneb Vatch basin system according to claim 1, it is characterised in that：The VSR vertical gratings (1)
On be provided with pollutant transportation rake teeth.
3. a kind of Mobyneb Vatch basin system according to claim 1, it is characterised in that：The just rain storage pond (9)
Inner wall on be provided with ultrasonic liquid level sensor (2).
4. a kind of Mobyneb Vatch basin system according to claim 1, it is characterised in that：The maximum stream flow current limliting lock
The one side of door (8) is provided with ultrasonic liquid level sensor (2).
5. a kind of Mobyneb Vatch basin system according to claim 1, it is characterised in that：The ASA bottom-open types weir gate
(4) it is electrically connected with automatic control system.
6. a kind of Mobyneb Vatch basin system according to claim 1, it is characterised in that：The supersonic liquid level sensing
Device (2) and ASA bottom-open types weir gate (4) are electrically connected with control room (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721431851.7U CN207392409U (en) | 2017-10-31 | 2017-10-31 | A kind of Mobyneb Vatch basin system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721431851.7U CN207392409U (en) | 2017-10-31 | 2017-10-31 | A kind of Mobyneb Vatch basin system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207392409U true CN207392409U (en) | 2018-05-22 |
Family
ID=62327806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721431851.7U Active CN207392409U (en) | 2017-10-31 | 2017-10-31 | A kind of Mobyneb Vatch basin system |
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| Country | Link |
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| CN (1) | CN207392409U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372078A (en) * | 2018-10-30 | 2019-02-22 | 武汉圣禹排水系统有限公司 | A kind of flow control methods and control system of shunting well |
| CN111021515A (en) * | 2019-12-26 | 2020-04-17 | 江苏迈科道环境科技有限公司 | An intelligent interception well integrating slag removal and filtration |
| CN111517496A (en) * | 2020-04-15 | 2020-08-11 | 武汉市政工程设计研究院有限责任公司 | A rainwater and sewage treatment system based on multi-point mixed discharge and regulation and storage |
| CN111535430A (en) * | 2020-05-07 | 2020-08-14 | 中国中建设计集团有限公司 | Anti-sewage overflow intercepting well and control method thereof |
| CN114016588A (en) * | 2021-12-20 | 2022-02-08 | 北京城市排水集团有限责任公司 | Cut-off control device and system |
| CN116971464A (en) * | 2023-06-29 | 2023-10-31 | 中建八局第二建设有限公司 | Initial rainwater regulation system |
-
2017
- 2017-10-31 CN CN201721431851.7U patent/CN207392409U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372078A (en) * | 2018-10-30 | 2019-02-22 | 武汉圣禹排水系统有限公司 | A kind of flow control methods and control system of shunting well |
| CN111021515A (en) * | 2019-12-26 | 2020-04-17 | 江苏迈科道环境科技有限公司 | An intelligent interception well integrating slag removal and filtration |
| CN111517496A (en) * | 2020-04-15 | 2020-08-11 | 武汉市政工程设计研究院有限责任公司 | A rainwater and sewage treatment system based on multi-point mixed discharge and regulation and storage |
| CN111535430A (en) * | 2020-05-07 | 2020-08-14 | 中国中建设计集团有限公司 | Anti-sewage overflow intercepting well and control method thereof |
| CN114016588A (en) * | 2021-12-20 | 2022-02-08 | 北京城市排水集团有限责任公司 | Cut-off control device and system |
| CN116971464A (en) * | 2023-06-29 | 2023-10-31 | 中建八局第二建设有限公司 | Initial rainwater regulation system |
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| GR01 | Patent grant |