CN105604167A - Precise wastewater abandoning well - Google Patents
Precise wastewater abandoning well Download PDFInfo
- Publication number
- CN105604167A CN105604167A CN201610065981.7A CN201610065981A CN105604167A CN 105604167 A CN105604167 A CN 105604167A CN 201610065981 A CN201610065981 A CN 201610065981A CN 105604167 A CN105604167 A CN 105604167A
- Authority
- CN
- China
- Prior art keywords
- chamber
- pipe
- abandoned stream
- buoyancy tank
- overfall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/10—Dividing the first rain flush out of the stormwater flow
Abstract
The invention relates to a precise wastewater abandoning well, comprising a well body; the well body is internally provided with three independent chambers including a settling chamber, a buoyant box chamber and a floating ball chamber, wherein the settling chamber is connected with a water inlet pipe, and the buoyant box chamber and the floating ball chamber are connected with a water outlet pipe together; the floating ball chamber is connected with a wastewater abandoning pipe; a pipe orifice of the wastewater abandoning pipe is respectively lower than pipe orifices of the water inlet pipe and the water outlet pipe; a first overflow hole is formed between the settling chamber and the buoyant box chamber; a second overflow hole is formed between the settling chamber and the floating ball chamber; the area of the first overflow hole is smaller than that of the second overflow hole; the first overflow hole and the second overflow hole are higher than the pipe orifice of the wastewater abandoning pipe; a buoyant box is arranged in the buoyant box chamber; a wastewater abandoning channel communicated with the wastewater abandoning pipe and a floating ball capable of covering the mouth of the wastewater abandoning channel are arranged in the floating ball chamber; the buoyant box is heavier than the floating ball; the buoyant box is connected with the floating ball by a transmission device. The precise wastewater abandoning well can be used for abandoning the wastewater of first rain, and the wastewater abandoning amount is determined according to the rainfall amount of the first rain of a water receiving area.
Description
Technical field
The present invention relates to rainwater pre-processing device technical field, be specifically related to a kind of accurately abandoned streamWell.
Background technology
Rainwater drops to ground and forms runoff, can contain particle and the floating things such as a large amount of silt,If be directly discharged to natural water, can pollute natural water, so need to be to first rainCarrying out abandoned stream processes to Sewage Plant. Existing equipment is not complete to the abandoned stream of first rain at presentEntirely, in heavy rain, very little, in light rain, rain water drainage is too many later stage for initial rainwater discharge,Completely accurately abandoned stream.
Summary of the invention
Object of the present invention is exactly the defect for prior art, and a kind of accurately abandoned stream is providedWell.
The technical solution used in the present invention is: comprise well body, in described well body, arrange mud chamber,Three the separate chambers in buoyancy tank chamber and float chamber, described mud chamber connects water inlet pipe, instituteState buoyancy tank chamber, float chamber and jointly connect outlet pipe, described float chamber connects abandoned stream pipe, described inThe abandoned stream pipe mouth of pipe is respectively lower than water inlet pipe, the outlet pipe mouth of pipe, described mud chamber and buoyancy tank chamber itBetween have the first overfall, between described mud chamber and float chamber, have the second overfall, instituteThe area of stating the first overfall is less than the area of the second overfall, described the first overfall,Two overfalls are all higher than the abandoned stream pipe mouth of pipe, the indoor buoyancy tank that is provided with of described buoyancy tank, described float chamberInside be provided with and be communicated to the abandoned stream passage of abandoned stream pipe and the ball float that abandoned stream passway can be covered, instituteThe weight of stating buoyancy tank is greater than the weight of ball float, between described buoyancy tank and ball float, passes through transmission deviceConnect.
Further preferred structure, arranges the of orthogonal vertical layout in described well bodyOne barricade and the second barricade, surround mud chamber, institute between described the first barricade and well body inwallState between a part, the second barricade and the well body inwall of the first barricade and surround buoyancy tank chamber, described inBetween another part, the second barricade and the well body inwall of the first barricade, surround float chamber.
Further preferred structure, described the first overfall is opened the part at the first barricadeUpper, described the second overfall is opened on another part of the first barricade.
Further preferred structure, described the second overfall bottom has sewage overflow in dry seasonMouthful, described dry season, sewage overflow mouth was offered lower than the second overfall.
Further preferred structure, described jockey comprises connection cord, described connection cord oneEnd is fixed with buoyancy tank, and the other end is fixed through assembly pulley and ball float.
Further preferred structure, between described buoyancy tank chamber and float chamber, bottom has sluicingHole, the aperture of described spilled water hole is less than the area of outlet pipe and the abandoned stream pipe mouth of pipe.
Further preferred structure, the indoor bottom of described buoyancy tank is provided with buoyancy tank limited block.
The accurate abandoned stream well of the present invention can carry out abandoned stream by first rain, according to the first rain of receiving aqua regionAmount is really set abandoned stream amount, by this device, initial rainwater discharge is arrived to sewage treatment plant, later stage rainWater can directly be disposed to natural water.
Brief description of the drawings
Fig. 1 is structural representation of the present invention;
Fig. 2 is top view of the present invention.
In figure, 1-well body, 2-water inlet pipe, 3-outlet pipe, 4-mud chamber, 5-buoyancy tank chamber, 6-Float chamber, 7-ball float, 8-buoyancy tank, 9-abandoned stream pipe, 10-the first overfall, 11-the second overflowMouth, 12-spilled water hole, 13-assembly pulley, 14-the first barricade, 15-the second barricade, 16-abandoned streamPassage, 17-sewage overflow in dry season mouth, 18-buoyancy tank limited block.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail, justIn being well understood to the present invention, but they do not form restriction to the present invention.
As shown in Figure 1 and Figure 2, the present invention includes well body 1, described well body 1 is interior arrange heavyChamber, shallow lake 4, the separate chamber in buoyancy tank chamber 5 and 6 three of float chambers, described precipitation Room 4Connect water inlet pipe 2, described buoyancy tank chamber 5, the common outlet pipe 3 that connects in float chamber 6, described floatingBall chamber 6 connects abandoned stream pipe 9, and described abandoned stream pipe 9 mouths of pipe are respectively lower than water inlet pipe 2, water outletManage 3 mouths of pipe, between described mud chamber 4 and buoyancy tank chamber 5, have the first overfall 10, described inBetween mud chamber 4 and float chamber 6, have the second overfall 11, described the first overfall 10Area be less than the area of the second overfall 11, described the first overfall 10, the second overflowMouth 11, all higher than abandoned stream pipe 9 mouths of pipe, is provided with buoyancy tank 8 in described buoyancy tank chamber 5, described ball floatIn chamber 6, be provided with and be communicated to the abandoned stream passage 16 of abandoned stream pipe 9 and logical abandoned stream 16 road junctions can be coveredThe ball float 7 of lid, the weight of described buoyancy tank 8 is greater than the weight of ball float 7, described buoyancy tank 8 withBetween ball float 7, connect by transmission device.
In technique scheme, interior of the orthogonal vertical layout that arranges of described well body 1One barricade 14 and the second barricade 15, surround between described the first barricade 14 and well body 1 inwallMud chamber 4, a part for described the first barricade 14, the second barricade 15 and well body 1 inwallBetween surround buoyancy tank chamber 5, another part of described the first barricade 14, the second barricade 15 withBetween well body 1 inwall, surround float chamber 6. Described the first overfall 10 is opened at the first barricadeIn a part of 14, described the second overfall 11 is opened on another part of the first barricade 14.
In technique scheme, described the second overfall 11 bottoms have sewage overflow in dry seasonMouthfuls 17, described dry season, sewage overflow mouth 17 was offered lower than the second overfall 11. When fine dayDry flow sewage enters accurate abandoned stream well by water inlet pipe 2, after mud chamber's 4 precipitations, passes throughDry flow sewage overfall 17 enters float chamber 6, then discharges by abandoned stream pipe 9. Due to drought streamSewage overflow mouth 17 height are lower than the second overfall 11 and the first overfall 10, dry flow sewageCan not enter buoyancy tank chamber 5, can avoid buoyancy tank chamber 5 spilled water holes 12 to stop up.
In technique scheme, described jockey comprises connection cord, described connection cord one endFixing with buoyancy tank 8, the other end is fixing with ball float 7 through assembly pulley 13.
In technique scheme, between described buoyancy tank chamber 5 and float chamber 6, bottom has sluicingHole 12, the aperture of described spilled water hole 12 is less than the area of outlet pipe 3 and abandoned stream pipe 9 mouths of pipe.
In technique scheme, described buoyancy tank chamber 5 inner bottom parts are provided with buoyancy tank limited block 18.
Rainwater of the present invention enters accurate abandoned stream well by water inlet pipe 2, after mud chamber's 4 precipitations,Enter respectively buoyancy tank chamber 5 and float chamber 6 by the first overfall 10, the first overfall 11.Buoyancy tank 8 is connected by assembly pulley 13 with ball float 7. Because the weight of buoyancy tank 5 is greater than ball floatWeight, under original state, buoyancy tank 8 is in extreme lower position, and ball float 7 is in extreme higher position(being opening), if begin to rain, just rain can be by abandoned stream pipe 9 abandoned streams. Work as rainWhen amount increases gradually, the water level in buoyancy tank chamber 5 raises gradually, and reach and stop abandoned stream water level,Now buoyancy tank 8 is issued to extreme higher position in buoyancy, and (ball float 7 reaches extreme lower positionClosed condition). Because ball float 7 is blocked abandoned stream passage 16, now rainwater can be in float chamber 6Interior gathering, in the time that the interior water level in float chamber 6 is increased to outlet pipe 4 place, rainwater is from outlet pipe 4Discharge, now rainwater has become comparatively clean, has reached pretreated effect. This installs needsWant periodic maintenance, the mud in cleaning mud chamber. Wherein, the first overfall 10, first overflowsThe openings of sizes ratio of head piece 11 and stop abandoned stream water level, can be according to the first rain of different situationsThe volume settings of amount.
It is known that the content that this description is not described in detail belongs to professional and technical personnel in the fieldPrior art.
Claims (7)
1. an accurate abandoned stream well, comprises well body, it is characterized in that, in described well body, establishesPut mud chamber, the separate chamber in buoyancy tank chamber and three of float chambers, described mud chamber connectsWater inlet pipe, described buoyancy tank chamber, float chamber connect outlet pipe jointly, and the connection of described float chamber is abandonedStream pipe, the described abandoned stream pipe mouth of pipe is respectively lower than water inlet pipe, the outlet pipe mouth of pipe, described mud chamberAnd between buoyancy tank chamber, have the first overfall, between described mud chamber and float chamber, have secondOverfall, the area of described the first overfall is less than the area of the second overfall, and described firstOverfall, the second overfall be all higher than the abandoned stream pipe mouth of pipe, the indoor buoyancy tank that is provided with of described buoyancy tank,In described float chamber, be provided with and be communicated to the abandoned stream passage of abandoned stream pipe and abandoned stream passway can be coveredThe ball float of lid, the weight of described buoyancy tank is greater than the weight of ball float, between described buoyancy tank and ball floatConnect by transmission device.
2. accurate abandoned stream well according to claim 1, is characterized in that described wellThe first barricade and second barricade of orthogonal vertical layout are set, described the first gear in bodyBetween wall and well body inwall, surround mud chamber, a part for described the first barricade, the second barricadeAnd between well body inwall, surround buoyancy tank chamber, another part of described the first barricade, the second barricadeAnd surround float chamber between well body inwall.
3. accurate abandoned stream well according to claim 2, is characterized in that, describedOne overfall is opened in a part for the first barricade, and described the second overfall is opened at the first barricadeAnother part on.
4. accurate abandoned stream well according to claim 1, is characterized in that, describedTwo overfalls bottoms have sewage overflow mouth in dry season, and described dry season, sewage overflow mouth was lower than secondOverfall is offered.
5. accurate abandoned stream well according to claim 1, is characterized in that described companyConnection device comprises connection cord, and described connection cord one end and buoyancy tank are fixed, and the other end is through pulleyGroup is fixed with ball float.
6. accurate abandoned stream well according to claim 1, is characterized in that, described floatingBetween case chamber and float chamber, bottom has spilled water hole, and the aperture of described spilled water hole is less than outlet pipeArea with the abandoned stream pipe mouth of pipe.
7. accurate abandoned stream well according to claim 1, is characterized in that, described floatingThe indoor bottom of case is provided with buoyancy tank limited block.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610065981.7A CN105604167B (en) | 2016-01-29 | 2016-01-29 | Accurate abandoned stream well |
Applications Claiming Priority (1)
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CN201610065981.7A CN105604167B (en) | 2016-01-29 | 2016-01-29 | Accurate abandoned stream well |
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CN105604167A true CN105604167A (en) | 2016-05-25 |
CN105604167B CN105604167B (en) | 2017-12-29 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106522345A (en) * | 2016-11-28 | 2017-03-22 | 武汉市政工程设计研究院有限责任公司 | Automatic initial rainwater interception type rainwater inlet device |
Citations (7)
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US20050103698A1 (en) * | 2003-11-14 | 2005-05-19 | Eberly Christopher N. | System for stormwater environmental control |
DE202009010367U1 (en) * | 2009-07-31 | 2009-11-26 | Medam, Jürgen | Device for separating rainwater from chemically, biologically and / or toxic polluted wastewater |
KR20110084080A (en) * | 2010-07-05 | 2011-07-21 | 신강하이텍(주) | Storm water filtering system for selective treatment of storm water runoff and automatic discharge of treatment water residue |
KR20110116608A (en) * | 2010-04-19 | 2011-10-26 | 공주대학교 산학협력단 | Selective treatment apparatus for storm water runoff |
CN202380513U (en) * | 2011-12-29 | 2012-08-15 | 合肥德安水处理设备有限公司 | Rainwater split-flow pond |
CN202882095U (en) * | 2012-08-10 | 2013-04-17 | 烟台水泰和水科技有限公司 | Rain sewage switching device applied to split-flow rain water pipeline |
CN205387746U (en) * | 2016-01-29 | 2016-07-20 | 武汉大禹阀门股份有限公司 | Liu jing is abandoned to accuracy |
-
2016
- 2016-01-29 CN CN201610065981.7A patent/CN105604167B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20050103698A1 (en) * | 2003-11-14 | 2005-05-19 | Eberly Christopher N. | System for stormwater environmental control |
DE202009010367U1 (en) * | 2009-07-31 | 2009-11-26 | Medam, Jürgen | Device for separating rainwater from chemically, biologically and / or toxic polluted wastewater |
KR20110116608A (en) * | 2010-04-19 | 2011-10-26 | 공주대학교 산학협력단 | Selective treatment apparatus for storm water runoff |
KR20110084080A (en) * | 2010-07-05 | 2011-07-21 | 신강하이텍(주) | Storm water filtering system for selective treatment of storm water runoff and automatic discharge of treatment water residue |
CN202380513U (en) * | 2011-12-29 | 2012-08-15 | 合肥德安水处理设备有限公司 | Rainwater split-flow pond |
CN202882095U (en) * | 2012-08-10 | 2013-04-17 | 烟台水泰和水科技有限公司 | Rain sewage switching device applied to split-flow rain water pipeline |
CN205387746U (en) * | 2016-01-29 | 2016-07-20 | 武汉大禹阀门股份有限公司 | Liu jing is abandoned to accuracy |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106522345A (en) * | 2016-11-28 | 2017-03-22 | 武汉市政工程设计研究院有限责任公司 | Automatic initial rainwater interception type rainwater inlet device |
CN106522345B (en) * | 2016-11-28 | 2021-12-28 | 武汉市政工程设计研究院有限责任公司 | Automatic formula inlet for stom water device of damming of first rain |
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CN105604167B (en) | 2017-12-29 |
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Denomination of invention: Accurate abandonment well Effective date of registration: 20230420 Granted publication date: 20171229 Pledgee: Bank of China Limited Wuhan Economic and Technological Development Zone sub branch Pledgor: WUHAN DAYU VALVE Co.,Ltd. Registration number: Y2023420000169 |