CN203498994U - Eccentric sand-glass type diversion channel - Google Patents

Eccentric sand-glass type diversion channel Download PDF

Info

Publication number
CN203498994U
CN203498994U CN201320636061.8U CN201320636061U CN203498994U CN 203498994 U CN203498994 U CN 203498994U CN 201320636061 U CN201320636061 U CN 201320636061U CN 203498994 U CN203498994 U CN 203498994U
Authority
CN
China
Prior art keywords
diversion
eccentric
hourglass
water
pod apertures
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.)
Withdrawn - After Issue
Application number
CN201320636061.8U
Other languages
Chinese (zh)
Inventor
高超
李阳
郑毅
孙井梅
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tianjin University
Original Assignee
Tianjin University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Tianjin University filed Critical Tianjin University
Priority to CN201320636061.8U priority Critical patent/CN203498994U/en
Application granted granted Critical
Publication of CN203498994U publication Critical patent/CN203498994U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses an eccentric sand-glass type diversion channel which is of a rectangular structure and is composed of a main channel body (1) and a diversion chamber (6). A water inlet end (2) and a water outlet end (3) are arranged at the two ends of the main channel body (1), a water stop weir plate (4) is arranged on one side, close to the water outlet end (3), of the main channel body (1), and 45-dergee included angles are formed between the water stop weir plate (4) and the two sides of the main channel body (1). The main channel body (1) is connected with the diversion chamber (6) through an eccentric sand-glass type diversion hole (5), a float bowl (7) and a float bowl guide rope (8) are arranged below the eccentric sand-glass type diversion hole (5), the float bowl (7) can vertically move along the float bowl guide rope (8), and a diversion outlet pipe (9) is arranged at the tail end of the diversion chamber (6). According to the eccentric sand-glass type diversion channel, all pollution runoff generated by light rain and initial-stage runoff of moderate rain and heavy rain can be controlled, and particle control over the overall process of the moderate runoff and the heavy rain runoff can be achieved.

Description

A kind of eccentric hourglass diversion channel
Technical field
The utility model relates to urban sewerage and drainage technical field, relates in particular to the eccentric hourglass diversion channel of a kind of early-stage rainwater and dry flow sewage
Background technology
The formation of Runoff contaminants mainly refers in rainfall the drip washing of pollutant on gathering ground, washes away and carry, thereby causes having accumulated in runoff a large amount of pollutants.Because this process comprises runoff course of conveying, so also relate to the precipitation of runoff in pipe duct system, the complicated phenomenon such as mix, wash away.Generally, the precontamination substrate concentration that forms runoff in rainfall is the highest, and along with continuing of rain time, the pollutant levels in rainfall runoff reduce gradually, finally maintain a lower concentration range.
Urban rainwater pipeline runoff directly discharge has a significant impact receiving water body water quality, how effectively to control runoff pollution and be China city especially wastewater treatment rate reach the significant problem that the city of higher level is faced.In built city/district, the application of source runoff control measure is on a large scale subject to certain limitation, and other conventional runoff pollution volumetric method control measure, as runoff storage pond because of the large steric requirements of needs and Construction and operation cost high-leveled and difficult with large-scale popularization.It is that the pipeline of carrying (pipeline, closed conduit, open drain etc.) in way that pipe with small pipe diameter is set at rainwater carrys out the serious low discharge runoff of abandoned stream precontamination that tubule dams.When rainwater flow is enough large, rainwater is crossed abandoned stream pipe downstream transport, for pipe-line system, can utilize manhole that tubule abandoned stream is set.The advantage of this system is easy enforcement, has saved civil engineering costs, becomes the diversion mode that dams of present main flow.
Before the utility model, according to the difference to rain pipe runoff control mode, the tubule method of damming can be divided into two types, a kind ofly take that to control Initial Runoff be object, as arm of force control formula method and the drop formula method of damming of damming; Another kind of is the weir formula that continues the to dam method of damming.Wherein, the arm of force is controlled formula and the drop formula method of damming and is utilized Initial Runoff flow velocity and flow compared with feature little and that pollutant load is more, by a small amount of runoff of the initial stage of damming, reaches certain control effect; The method early-stage rainwater that can not only dam and weir formula is dammed, part intermediary and later stages rainfall runoff also can dam.For the arm of force, control formula and the drop formula tubule method of damming, the runoff that light rain produces is all dammed to soil pipe; The runoff that heavy rain produces, a small amount of runoff that initial stage and later stage flow can only be not more than to the design amount of damming dams to soil pipe.The formula method of damming in weir can be carried out whole process to the pollution runoff of storm sewer and controlled, but is not very optimistic to the water conservancy diversion effect of early-stage rainwater and dry flow sewage and efficiency.
Summary of the invention
The purpose of this utility model, be to overcome the defect separately of the above-mentioned various diversion technologies that dam, for early-stage rainwater and dry flow sewage, provide a kind of not only respond well to the serious early-stage rainwater of pollutant and the dry flow sewage water conservancy diversion that dams, can also realize the pollution runoff of storm sewer is carried out to the omnidistance diversion technology of controlling, to reduce rainwater pollution runoff directly into the risk in river, the impact failure of reduction to river water body water quality, the larger early-stage rainwater of pollution load and dry flow sewage are realized to the water conservancy diversion effect of " turn dirty by rain, dystopy is processed ".
The utility model is achieved by following technical solution.
An eccentric hourglass diversion channel, is rectangle structure, main canal body 1 and diversion chamber 6, consists of; The two ends of main canal body 1 are provided with water inlet end 2 and water side 3, and the interior side near water side 3 of main canal body 1 is provided with dash weir plate (4), and dash weir plate 4 is respectively 45 degree angles with the both sides of main canal body 1; Main canal body 1 is interior near water inlet end 2 one sides, adjacent position is provided with eccentric hourglass pod apertures 5 on one side with dash weir plate (4) and main canal body, is provided with diversion chamber 6 below eccentric hourglass pod apertures 5, and eccentric hourglass pod apertures 5 is funneling shape;
Main canal body 1 is connected by eccentric hourglass pod apertures 5 with diversion chamber 6, eccentric hourglass pod apertures 5 be below provided with floating drum 7 and floating drum dragline 8, the end of diversion chamber 6 is provided with water conservancy diversion outflow tube 9; Floating drum 7 can move up and down along floating drum dragline 8, but floating drum 7 not exclusively agrees with eccentric hourglass pod apertures 5, and periphery leaves space, and the area in this space equates with the sectional area of water conservancy diversion outflow tube 9.
The diameter of described water conservancy diversion outflow tube 9 is 30-50cm.
The upper of described eccentric hourglass pod apertures 5 funneling shapes is 60-80cm along diameter, and lower is upper half along diameter along diameter.
The height of described dash weir plate 4 is 30-50cm.
The physical dimension of described main canal body 1 is: long 400-450cm, wide 200-250cm, high 80-150cm.
The physical dimension of described diversion chamber 6 is: long 200-250cm, wide 150-200cm, high 80-120cm.
This bias hourglass diversion channel is brick mix structure.
The beneficial effects of the utility model are:
(1) not only can control whole pollution runoffs that light rain produces and in, the Initial Runoff of heavy rain, can also in, large rainfall runoff overall process implementation section controls.
(2) eccentric hourglass pod apertures design has realized the maximizing efficiency of water conservancy diversion early-stage rainwater and dry flow sewage.
(3) by the footpath of eccentric hourglass pod apertures, flow out stream and form eddy flow, flow velocity can wash away water conservancy diversion locular wall more greatly, has avoided the deposition of pollutant.
(4) by realizing quantitative flow controlling to the specific design in diversion chamber's volume and water conservancy diversion outflow tube footpath.
Accompanying drawing explanation
Fig. 1 is the plan structure schematic diagram of the eccentric hourglass diversion channel of the utility model;
Fig. 2 is the sectional structure schematic diagram at A-A place in Fig. 1.
The utility model Reference numeral is as follows:
1---main canal body 2---water inlet end
3---water side 4---dash weir plate
5---eccentric hourglass pod apertures 6---diversion chamber
7---floating drum 8---floating drum dragline
9---water conservancy diversion outflow tube
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Eccentric hourglass diversion channel of the present utility model, mainly for the pollution problem occurring in city early-stage rainwater and dry flow sewage discharge process.As shown in Figure 1 and Figure 2, this bias hourglass diversion channel is rectangular brick mix structure, be arranged on manhole or rainfall pumping station before.By main canal body 1 and diversion chamber 6, formed; The two ends of main canal body 1 are provided with water inlet end 2 and water side 3, and the interior side near water side 3 of main canal body 1 is provided with dash weir plate 4, and it is highly 30-50cm, and dash weir plate 4 is respectively 45 degree angles with the both sides of main canal body 1; Main canal body 1 is interior is provided with eccentric hourglass pod apertures 5 near water inlet end 2 one sides, the position adjacent with main canal body one side with dash weir plate 4, below eccentric hourglass pod apertures 5, be provided with diversion chamber 6, eccentric hourglass pod apertures 5 is funneling shape, the upper of funneling shape is 60-80cm along diameter, and lower is upper half along diameter along diameter.
Main canal body 1 is connected by eccentric hourglass pod apertures 5 with diversion chamber 6, eccentric hourglass pod apertures 5 be below provided with floating drum 7 and floating drum dragline 8, the end of diversion chamber 6 is provided with water conservancy diversion outflow tube 9; Floating drum 7 can move up and down along floating drum dragline 8, but floating drum 7 not exclusively agrees with eccentric hourglass pod apertures 5, and periphery leaves space, and the area in this space equates with the sectional area of water conservancy diversion outflow tube 9; The diameter of described water conservancy diversion outflow tube 9 is 30-50cm.
The concrete structure size of eccentric hourglass diversion channel can be determined according to concrete actual conditions.
In storm sewer, run-off is less than design during the amount of damming, and runoff all, along the setting party of dash weir plate to flowing to hourglass pod apertures, owing to being eccentric type design, flows to diversion chamber 6 so form eddy flow in pod apertures.Because the caliber of water conservancy diversion outflow tube 9 is less than the aperture of eccentric hourglass pod apertures, the water level in the continuous situation of runoff in diversion chamber constantly rises, and when water level rises to after certain altitude, floating drum 7 rises along floating drum dragline 8 under buoyancy, blocks pod apertures; But pod apertures and floating drum are not to agree with completely, and periphery also leaves space, void area equates with the sectional area of water conservancy diversion outflow tube 9, in all processes that diversion channel is formed at runoff, rainwater is realized to omnidistance flow controlling.When run-off is greater than the design amount of damming in storm sewer, still can realize its effect, a part of water flows into diversion chamber 6, and another part water is crossed dash weir plate 43 outflows from water side.

Claims (7)

1. an eccentric hourglass diversion channel, wraps live canal body, water inlet end and water side; It is characterized in that, this bias hourglass diversion channel is rectangle structure, main canal body (1) and diversion chamber (6), consists of; The two ends of main canal body (1) are provided with water inlet end (2) and water side (3), and the side near water side (3) in main canal body (1) is provided with dash weir plate (4), and dash weir plate (4) is respectively 45 degree angles with the both sides of main canal body (1); In main canal body (1), near water inlet end (2) one sides, the position adjacent with main canal body one side with dash weir plate (4), be provided with eccentric hourglass pod apertures (5), below eccentric hourglass pod apertures (5), be provided with diversion chamber (6), eccentric hourglass pod apertures (5) is funneling shape;
Main canal body (1) is connected by eccentric hourglass pod apertures (5) with diversion chamber (6), eccentric hourglass pod apertures (5) be below provided with floating drum (7) and floating drum dragline (8), the end of diversion chamber (6) is provided with water conservancy diversion outflow tube (9); Floating drum (7) can move up and down along floating drum dragline (8), but floating drum (7) and eccentric hourglass pod apertures (5) not exclusively agree with, and periphery leaves space, and the area in this space equates with the sectional area of water conservancy diversion outflow tube (9).
2. a kind of eccentric hourglass diversion channel according to claim 1, is characterized in that, the diameter of described water conservancy diversion outflow tube (9) is 30-50cm.
3. a kind of eccentric hourglass diversion channel according to claim 1, is characterized in that, the upper of the funneling shape of described eccentric hourglass pod apertures (5) is 60-80cm along diameter, and lower is upper half along diameter along diameter.
4. a kind of eccentric hourglass diversion channel according to claim 1, is characterized in that, the height of described dash weir plate (4) is 30-50cm.
5. a kind of eccentric hourglass diversion channel according to claim 1, is characterized in that, the physical dimension of described main canal body (1) is: long 400-450cm, wide 200-250cm, high 80-150cm.
6. a kind of eccentric hourglass diversion channel according to claim 1, is characterized in that, the physical dimension of described diversion chamber (6) is: long 200-250cm, wide 150-200cm, high 80-120cm.
7. a kind of eccentric hourglass diversion channel according to claim 1, is characterized in that, this bias hourglass diversion channel is brick mix structure.
CN201320636061.8U 2013-10-15 2013-10-15 Eccentric sand-glass type diversion channel Withdrawn - After Issue CN203498994U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320636061.8U CN203498994U (en) 2013-10-15 2013-10-15 Eccentric sand-glass type diversion channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320636061.8U CN203498994U (en) 2013-10-15 2013-10-15 Eccentric sand-glass type diversion channel

Publications (1)

Publication Number Publication Date
CN203498994U true CN203498994U (en) 2014-03-26

Family

ID=50329986

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320636061.8U Withdrawn - After Issue CN203498994U (en) 2013-10-15 2013-10-15 Eccentric sand-glass type diversion channel

Country Status (1)

Country Link
CN (1) CN203498994U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526820A (en) * 2013-10-15 2014-01-22 天津大学 Eccentric sand clock type diversion ditch
CN107152072A (en) * 2017-06-28 2017-09-12 中国市政工程中南设计研究总院有限公司 A kind of waterpower control combined system channel cuts dirty method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526820A (en) * 2013-10-15 2014-01-22 天津大学 Eccentric sand clock type diversion ditch
CN107152072A (en) * 2017-06-28 2017-09-12 中国市政工程中南设计研究总院有限公司 A kind of waterpower control combined system channel cuts dirty method

Similar Documents

Publication Publication Date Title
CN103572826B (en) The dirty switching device shifter of a kind of rain for segregation system storm sewer
CN204570904U (en) Turnover plate type sewage intercepting chamber
CN103526820B (en) Eccentric sand clock type diversion ditch
CN104594496A (en) Quality and quantity differentiating flow guide tank used for high-pollution rainwater and drought flow sewage
CN202577559U (en) Multifunctional flow-dividing well
CN105839755A (en) Roof rainwater collecting system
CN203498994U (en) Eccentric sand-glass type diversion channel
CN101967841B (en) Method and device for implementing primary rainwater closure in municipal network system
CN201850643U (en) Closure deep well self-siphon hydraulic dredging device
CN102535624B (en) Sewage concentration drainage device
CN202755441U (en) Rainwater drainage ditch
CN204456411U (en) A kind of sub-prime component water conservancy diversion pond for high pollution rainwater and dry flow sewage
CN103967107B (en) Be suitable for the preliminary-stage rainwater flow-discarding well building rainwater utilization
CN102261124B (en) Eccentric type curved weir intercepting well
CN201952879U (en) Cutoff apparatus used in municipal rainwater pipe network for cutting off the rainwater flow of the initial period
CN106522354A (en) Water-intercepting type drainage pumping station provided with oblique plates or oblique tubes for separation
CN203769036U (en) Initial rainwater cutoff, storage and drainage system of confluence pipeline
CN203989972U (en) A kind of integrated setting pot of processing rainwater
CN208501857U (en) A kind of drainage system that Box-shaped Drainage Culvert is not deposited
CN105756180A (en) Intercepting well with horizontal grate intercepting device
CN103574142A (en) Pontoon flow-limiting valve applied to combined-system sewage catch basin
CN202718232U (en) Buoy flow-limiting valve for combined system sewage intercepting well
CN103422566B (en) Multifunctional flow-dividing well
CN104878823A (en) Combined pipeline initial rainwater interception, storage and drainage system and storage and drainage method
CN205637032U (en) Burst regulation discharge system that dams

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
RGAV Abandon patent right to avoid regrant
AV01 Patent right actively abandoned

Granted publication date: 20140326

Effective date of abandoning: 20141231

AV01 Patent right actively abandoned

Granted publication date: 20140326

Effective date of abandoning: 20141231