CN203808201U - Urban drainage network rainwater split-flow treatment and storage system - Google Patents
Urban drainage network rainwater split-flow treatment and storage system Download PDFInfo
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- CN203808201U CN203808201U CN201420082726.XU CN201420082726U CN203808201U CN 203808201 U CN203808201 U CN 203808201U CN 201420082726 U CN201420082726 U CN 201420082726U CN 203808201 U CN203808201 U CN 203808201U
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Abstract
The utility model discloses an urban drainage network rainwater split-flow treatment and storage system, comprising a split-flow inspection well, rainwater split-flow well arrays and a rainwater split-flow treatment system information node, wherein each rainwater split-flow well array comprises a precipitation well, a water treatment well, a clear water well and a water storage well; the precipitation well is connected with the split-flow inspection well through a split-flow pipe; the water storage well is connected to a rainwater reuse system and an emergency drainage system through a reuse pipe; the water treatment well is connected with a methane collection system through a methane pipe; the split-flow inspection well is arranged on a main rainwater pipe, a rainwater pipe or a rainwater branch; the information node is arranged on the split-flow pipe. The urban drainage network rainwater split-flow treatment and storage system can drain initial rainwater after completely treatment, thus reducing pollution to the urban water system, achieving on-site processing and reuse of rainwater, facilitating good water circulation in the urban area, and avoiding huge construction investment of centralized sewage treatment and waste caused by long-term vacancy of equipment out of the storm period; staged treatment of rainwater and sewage also facilitates improvement of effluent quality of a centralized sewage treatment facility, and achieves clipping flood peaks and adjusting storage amounts.
Description
Technical field
The utility model relates to a kind of system of processing and storing of rainwater being shunted for Urban Buried Pipeline Network.
Background technology
The waterlogging that municipal water is polluted and storm runoff causes is the significant problem of puzzlement urban sewerage and drainage system design.For a long time, people think that point-source pollution is the main cause (as various industrial wastewaters, hospital sewage, sanitary sewage etc.) that causes water pollution always, and do not recognize that pollution of area source is to the having a strong impact on of water pollution (water pollution causing as the surface flow of Urban Rain).Along with the raising of the urbanization level, waterproof floor area constantly rises, and while causing rainfall, run-off increases greatly, runoff washes away and can carry a large amount of pollutants, therefore, and rainfall runoff, especially the unprocessed urban water system that is directly discharged into of early-stage rainwater, can cause severe contamination to water body.
And the city waterlogging that storm runoff increase brings has also caused tremendous influence to social management, city operations and productive life, show according to firmly building portion's special investigation to domestic 351 Urban Waterlogging abilities in 2010, between 2008-2010, have 62% city that waterlogging in various degree occurred, wherein waterlogging disaster exceedes the city of 3 times 137; In the city that waterlogging occurred, the maximum ponding time in 57 cities exceedes 12 hours.Waterlogging has become metropolitan common fault at present, and this is unreasonable the causing of drainage system design to a great extent.
Utility model content
The technical problems to be solved in the utility model is, provide the shunting of a kind of urban drainage pipe network rainwater to process and storage system, overcome existing urban drainage pipe network system and can not solve the city waterlogging problem that municipal water pollution that rainfall runoff causes and storm runoff cause.
The utility model solves the technical scheme that its technical problem adopts: construct a kind of urban drainage pipe network rainwater shunting and process and storage system, it is characterized in that, comprise shunting manhole, rainwater shunting well battle array and rainwater shunting system information node;
This rainwater shunting well battle array comprises the sedimentation, water disposal well, clear water well and the retaining well that are connected in series successively, this sedimentation is connected with described shunting manhole by isocon, this retaining well accesses respectively rainwater recycling system and emergent discharge system by reuse pipe, and this water disposal well connects collecting methane system by biogas pipe;
This shunting manhole is arranged on rainwater main pipe, rainwater main or rainwater arm;
This rainwater shunting system information Node configuration is on described isocon.
In urban drainage pipe network rainwater shunting processing of the present utility model and storage system, comprise backflow manhole, this backflow manhole connects described clear water well by return duct; This backflow manhole and described shunting manhole are arranged on rainwater main pipe, rainwater main or rainwater arm simultaneously, and the rainwater main pipe connecting by it, rainwater main or rainwater arm connect Wastewater Treatment Plant.
In urban drainage pipe network rainwater shunting processing of the present utility model and storage system, described shunting manhole connects main water supply tube.
In urban drainage pipe network rainwater shunting processing of the present utility model and storage system, sedimentation, water disposal well, clear water well and the retaining well of described rainwater shunting well battle array are by being connected from conduit, and its delivery port ladder raises; Or described sedimentation, water disposal well, clear water well and retaining well are connected by water pump conduit; Or described sedimentation, water disposal well, clear water well and retaining well are connected by pump sump.
In urban drainage pipe network rainwater shunting processing of the present utility model and storage system, sedimentation, water disposal well, clear water well and the retaining well of described rainwater shunting well battle array are integral type structure or split-type structural.
In urban drainage pipe network rainwater shunting processing of the present utility model and storage system, described sedimentation, water disposal well, clear water well and retaining well all arrange airtight breast hole and maintenance ladder.
In urban drainage pipe network rainwater shunting processing of the present utility model and storage system, in sedimentation, water disposal well, clear water well and the retaining well of described rainwater shunting well battle array, the quantity of at least one well is two or more, and adopts parallel way or series system to be connected with other wells.
In urban drainage pipe network rainwater shunting processing of the present utility model and storage system, described rainwater shunting well battle array quantity is two or more.
In urban drainage pipe network rainwater shunting processing of the present utility model and storage system, the described shunting manhole borehole wall is plastic-steel spirally-wound pipe or Double-flat wall steel plastic composite winding pipe.
In urban drainage pipe network rainwater shunting processing of the present utility model and storage system, sedimentation, water disposal well, clear water well and the retaining well borehole wall of described rainwater shunting well battle array are plastic-steel spirally-wound pipe or Double-flat wall steel plastic composite winding pipe.
Implement urban drainage pipe network rainwater of the present utility model and divide stream processing system, compared with the prior art, its beneficial effect is: rainwater shunting is processed and storage system is to process and rainwater catchment system facility with the decentralized type sewage of city main pipe auxiliary construction, early-stage rainwater all can be delivered to after Wastewater Treatment Plant processes and be discharged, make its pollution to urban water-body be reduced to minimum degree; And distributing rain sewage treatment function has been realized processing on the spot and the regeneration of rainwater, not only be conducive to realize the optimum water circulation of city area property, also can avoid the dry net of centralized sewage treatment facility and drainage because the excessive of rain sewage concentrated, cause the long-term vacant waste of flood tide construction input and non-storm period, the classification processing of rain sewage is also helped to the raising up to standard of centralized sewage treatment facility effluent quality; For storm runoff, rainwater shunting is processed and storage system also can and adopt suitable interception ratio by the setting of suiting measures to local conditions, and peak clipping is regulated and stored effectively.
Brief description of the drawings
Fig. 1 is the pipe network schematic diagram of the utility model urban drainage pipe network rainwater shunting processing and a kind of embodiment of storage system.
Fig. 2 is the floor map of the utility model urban drainage pipe network rainwater shunting processing and a kind of embodiment of storage system.
Fig. 3 is A-A sectional view in Fig. 2.
Fig. 4 is B-B sectional view in Fig. 2.
Fig. 5 is C-C sectional view in Fig. 2.
Fig. 6 is the semi-section structure chart of plastic-steel spirally-wound pipe.
Fig. 7 is D portion enlarged drawing in Fig. 6.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
As shown in Figures 1 to 5, urban drainage pipe network rainwater shunting of the present utility model is processed and storage system comprises shunting manhole 901, rainwater shunting well battle array 90 and rainwater shunting system information node 91a, the rainwater shunting well battle array 90 of one or more parallel connections can be set by suitable interception ratio as required.Wherein,
Rainwater shunting well battle array comprises the sedimentation 902, water disposal well 903, clear water well 904 and the retaining well 905 that are connected in series successively.Sedimentation 902 is connected with shunting manhole 901 with the conduit 92 being connected on isocon 91 by isocon 91, retaining well 905 accesses respectively rainwater recycling system 97 and emergent discharge system 13 by reuse pipe 94, and water disposal well 903 connects collecting methane system 96 by biogas pipe 93.
Rainwater shunting system information node 91a is arranged on isocon 91, rainwater shunting system information node 91a comprises data input module and data outputting module, this information node is connected with city wisdom heat net monitoring and management station, rainwater is divided the information such as stream processing system flow feed back to city wisdom heat net monitoring and management station, be convenient to realize the intelligent management of urban pipe network.
Sedimentation 902 in rainwater shunting well battle array 90, water disposal well 903, clear water well 904, retaining well 905 can be by vertical or horizontal layout, its dimensions can be identical, also can different size specification be set by trapezoidal foundation ditch 62, trapezoidal foundation ditch can be strengthened foundation ditch safety, convenient construction and reduction construction costs.
The function of rainwater recycling system 97 is to rain water reuse, for example, and for green area irrigation, enter urban water-body or leak into underground, recharge of groundwater etc. nearby.Emergent discharge system 13 is connected with rainwater main pipe 6, in the time occurring that heavy rain, rainwater divide stream processing system processing amount of rainfall excessive, rainwater can be divided the rainwater in stream processing system and retaining well 905 to meet an urgent need and discharge stage by stage by rainwater main pipe 6 and the emergent discharge system 13 of city waterlogging, the performance peak clipping effect of regulating and storing.
Conventionally, shunting manhole 901 is arranged on rainwater main pipe 6 (shunts the entrance and exit that manhole 901 connects rainwater main pipe 6), connects rainwater shunting well battle array by isocon 91, and performance shunting is regulated and stored and rain sewage classification processing capacity.Isocon 91 arranges grid 910 with the port that shunting manhole 901 is connected.
For keypoint parts such as urban traffic arterial highway, low lying areas, as required, rainwater can be divided the shunting manhole 901 of stream processing system to be arranged on rainwater main or rainwater arm.
Shunting manhole 901 also can connect the entrance of one or more main water supply tubes 61.
Clear water well 904 is connected with backflow manhole 906 with return duct 95, the port that return duct 95 is connected with backflow manhole 906 arranges grid 950, backflow manhole 906 is arranged on rainwater main pipe 6 with shunting manhole 901 simultaneously, and the rainwater main pipe 6 connecting by it connects Wastewater Treatment Plant, can concentrate sewerage treatment to early-stage rainwater, also can play emergent effect of discharging rainwater simultaneously.In the time that shunting manhole 901 is arranged on rainwater main or rainwater arm, backflow manhole 906 is arranged on rainwater main or rainwater arm with shunting manhole 901 simultaneously, and the rainwater main connecting by it or rainwater arm connection Wastewater Treatment Plant.
Sedimentation 902, water disposal well 903, clear water well 904 and the retaining well 905 of rainwater shunting well battle array can adopt and include but not limited to that following mode is connected:
1, by connecting from conduit, sedimentation 902, water disposal well 903, clear water well 904 and retaining well 905, delivery port ladder raises.
2, sedimentation 902, water disposal well 903, clear water well 904 and retaining well 905 are connected by water pump conduit.
3, sedimentation 902, water disposal well 903, clear water well 904 and retaining well 905 are connected by pump sump.
In structure, the sedimentation 902 of rainwater shunting well battle array, water disposal well 903, clear water well 904 and retaining well 905 can adopt integral structure, also can adopt split-type structural.
For convenience of scarfing cinder and inspection operation, airtight breast hole 98 and maintenance ladder 99 are all set on sedimentation 902, water disposal well 903, clear water well 904 and retaining well 905.
In each rainwater shunting well battle array 90, as required, in sedimentation 902, water disposal well 903, clear water well 904 and retaining well 905, the quantity of each well can arrange one, two or more, and each well can adopt parallel way or series system to be connected with other wells while adopting more than two.
The borehole wall of shunting manhole 901 can adopt plastic-steel spirally-wound pipe or the manufacture of Double-flat wall steel plastic composite winding pipe, also can adopt traditional waterproof corrosion resisting steel tendon concrete structure.
The borehole wall of sedimentation 902, water disposal well 903, clear water well 904 and the retaining well 905 of rainwater shunting well battle array 90 can adopt plastic-steel spirally-wound pipe or the manufacture of Double-flat wall steel plastic composite winding pipe, also can adopt traditional plastic cement pipeline, composite metal plastic pipe and waterproof corrosion resisting steel tendon concrete structure.
The structure of plastic-steel spirally-wound pipe as shown in Figure 6, Figure 7, its structure comprises plastic cement tube wall 206, stands on plastic cement tube wall 206 external surfaces the ribs 204 along the circumferential spiral winding of pipeline, ribs 204 comprises the steel band 202(main support structure that stands on plastic cement tube wall 206 external surfaces) and be coated on the plastic layer (as polyethylene etc.) on these steel band 202 surfaces, between steel band 202 and plastic layer, also can increase setting course 203 and mould the bond strength between composite surface to improve steel.
In order to improve rigidity and the compressive property of plastic-steel spirally-wound pipe, ensure that plastic-steel spirally-wound pipe keeps forming shape at installation pressured state, reduce the radial deformation of pipeline, short glass fiber plastic cement composite strengthening layer 205 is set in plastic-steel spirally-wound pipe plastic cement tube wall 206, the minimum desired strength MRS=18～20Mpa of glass plastic cement composite reinforcing material, the percentage by weight of short fiber is 15%～18%, and the diameter of short fiber is 0.10mm～0.18mm, and length is 6mm～25mm.
Double-flat wall steel plastic composite winding pipe is on existing structure basis, identical with above-mentioned plastic-steel spirally-wound pipe, in the groove of 204 of ribs, increase and strengthen packed layer 201, enhancing packed layer 201 can further strengthen the supporting capacity of pipeline, reduce pipe radial deformation, ensure the structural strength of pipeline.In order to improve rigidity and the compressive property of Double-flat wall steel plastic composite winding pipe, ensure that Double-flat wall steel plastic composite winding pipe keeps forming shape at installation pressured state, reduces the radial deformation of pipeline; Simultaneously, in Double-flat wall steel plastic composite winding pipe inner layer wall plastic cement tube wall and in the winding overlapping part of Double-flat wall steel plastic composite winding pipe, short glass fiber plastic cement composite strengthening layer is set, improves the rigidity of Double-flat wall steel plastic composite winding pipe and the sealing effectiveness of Double-flat wall steel plastic composite winding pipe winding overlapping part.
In order to prevent blocking, the total circulation area of all outlet ports pipe of shunting manhole 901 must not be lower than the total circulation area of all inlet tubes.
The rainwater of main water supply tube 61 imports rainwater main pipe 6 by shunting manhole 901, the rainwater of shunting manhole 901 imports isocon 91 by grid 910, the rainwater of isocon 91 can be by gravity flow mode, also can pump into sedimentation 902 by the water pump conduit 92 in shunting pump sump 911, the object that shunting pump sump 911 is set is to strengthen the emergent separate drain ability of shunting manhole 901.
In sedimentation 902, rainwater is generally divided into three layers, and upper strata is scum layer, and lower floor is sludge blanket, and centre is current, suspension or be sunken to the bottom or bubble through the water column in water.Then, rainwater pumps into (or gravity flow enters) water disposal well 903 by water pump conduit 920, and stops bed mud and scum silica frost outflow.Pending rainwater is introduced into the bottom of water disposal well 903 by water distributor 930, and evenly upwards flows through by Sludge Bed 931 cotton-shaped or that graininess mud forms by the uniform water distribution head in bottom.Along with sewage contacts with mud and anaerobic reaction occurs, produce biogas and cause Sludge Bed disturbance.In the gas producing in Sludge Bed, some is attached on mud granule, and free bubble and be attached to bubble on mud granule and rise and strike the degassed baffle plate bottom of phase reactor 932 causes that bubble discharges; Degassed mud granule precipitation is got back to the surface of sludge blanket.Free gas and the gas discharging from mud granule are collected in the collecting methane system 96 at water disposal well 903 tops by biogas pipe 93.In liquid, comprise some remaining solids and biologic grain and enter in mud chamber, remaining solid separates from liquid with biologic grain and falls back to above sludge blanket by reflecting plate.Mud is stayed bottom continuation processing pollutant, the clear water of water disposal well 903 and is discharged by phase reactor 932, and pumps into (or gravity flow enters) clear water well 904 by water pump conduit 921.Clear water becomes clean water after by filter 951 and is pumped into (or gravity flow enters) backflow pump sump 953 by water pump conduit 952, or flows into backflow manhole 906 by the grid 950 on return duct 95.Filter 951 is provided with overfall and regulates and stores for flood is emergent.Water pump conduit 954 is set in backflow pump sump 953 for clean rainwater after treatment or flood salvage pump are entered to retaining well battle array 905, the performance peak clipping effect of regulating and storing, and accessible rainwater recycling system 97 and emergent discharge system 13.The sewage treatment process of water disposal well battle array 903 is preferably above-mentioned anaerobic organism sewage treatment process, also can adopt other suitable sewage treatment process.The advantage of anaerobic organism sewerage treatment is:
(1) disposal ability is large;
(2) can process the rain sewage of high concentration;
(3) investment, occupation of land economize, and because this process volume load is high, process the COD of equal number, and its effective water disposal well battle array used is less long-pending, so saved occupation of land and water disposal well battle array amount;
(4) treatment effect is good;
(5) do not need mixing plant, the biogas of up flow type water flow mode and generation has played good mixing effect;
(6) stable;
(7) simple structure;
(8) can form granule sludge, ensure high concentration and the high activity of the mud in water disposal well battle array.
Claims (10)
1. the shunting of urban drainage pipe network rainwater is processed and a storage system, it is characterized in that, comprises shunting manhole, rainwater shunting well battle array and rainwater shunting system information node;
This rainwater shunting well battle array comprises the sedimentation, water disposal well, clear water well and the retaining well that are connected in series successively, this sedimentation is connected with described shunting manhole by isocon, this retaining well accesses respectively rainwater recycling system and emergent discharge system by reuse pipe, and this water disposal well connects collecting methane system by biogas pipe;
This shunting manhole is arranged on rainwater main pipe, rainwater main or rainwater arm;
This rainwater shunting system information Node configuration is on described isocon.
2. urban drainage pipe network rainwater shunting as claimed in claim 1 is processed and storage system, it is characterized in that, comprise backflow manhole, this backflow manhole connects described clear water well by return duct; This backflow manhole and described shunting manhole are arranged on rainwater main pipe, rainwater main or rainwater arm simultaneously, and the rainwater main pipe connecting by it, rainwater main or rainwater arm connect Wastewater Treatment Plant.
3. urban drainage pipe network rainwater shunting as claimed in claim 1 is processed and storage system, it is characterized in that, described shunting manhole connects main water supply tube.
4. urban drainage pipe network rainwater shunting as claimed in claim 1 is processed and storage system, it is characterized in that, sedimentation, water disposal well, clear water well and the retaining well of described rainwater shunting well battle array are by being connected from conduit, and its delivery port ladder raises;
Or described sedimentation, water disposal well, clear water well and retaining well are connected by water pump conduit;
Or described sedimentation, water disposal well, clear water well and retaining well are connected by pump sump.
5. urban drainage pipe network rainwater shunting as claimed in claim 1 is processed and storage system, it is characterized in that, sedimentation, water disposal well, clear water well and the retaining well of described rainwater shunting well battle array are integral type structure or split-type structural.
6. urban drainage pipe network rainwater shunting as claimed in claim 1 is processed and storage system, it is characterized in that, described sedimentation, water disposal well, clear water well and retaining well all arrange airtight breast hole and maintenance ladder.
7. urban drainage pipe network rainwater shunting as claimed in claim 1 is processed and storage system, it is characterized in that, in sedimentation, water disposal well, clear water well and the retaining well of described rainwater shunting well battle array, the quantity of at least one well is two or more, and adopts parallel way or series system to be connected with other wells.
8. urban drainage pipe network rainwater shunting as claimed in claim 1 is processed and storage system, it is characterized in that, described rainwater shunting well battle array quantity is two or more.
9. the shunting of the urban drainage pipe network rainwater as described in one of claim 1 to 8 is processed and storage system, it is characterized in that, the described shunting manhole borehole wall is plastic-steel spirally-wound pipe or Double-flat wall steel plastic composite winding pipe.
10. the shunting of the urban drainage pipe network rainwater as described in one of claim 1 to 8 is processed and storage system, it is characterized in that, sedimentation, water disposal well, clear water well and the retaining well borehole wall of described rainwater shunting well battle array are plastic-steel spirally-wound pipe or Double-flat wall steel plastic composite winding pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420082726.XU CN203808201U (en) | 2014-02-26 | 2014-02-26 | Urban drainage network rainwater split-flow treatment and storage system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420082726.XU CN203808201U (en) | 2014-02-26 | 2014-02-26 | Urban drainage network rainwater split-flow treatment and storage system |
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| CN203808201U true CN203808201U (en) | 2014-09-03 |
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| CN201420082726.XU Expired - Lifetime CN203808201U (en) | 2014-02-26 | 2014-02-26 | Urban drainage network rainwater split-flow treatment and storage system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234171A (en) * | 2014-09-29 | 2014-12-24 | 重庆大学 | Non-point source pollution control-based arterial drainage water quality regulation and control system and arterial drainage water quality regulation and control method |
| CN106400924A (en) * | 2016-05-20 | 2017-02-15 | 重庆环益科技有限公司 | Urban rainwater recycling management system |
-
2014
- 2014-02-26 CN CN201420082726.XU patent/CN203808201U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234171A (en) * | 2014-09-29 | 2014-12-24 | 重庆大学 | Non-point source pollution control-based arterial drainage water quality regulation and control system and arterial drainage water quality regulation and control method |
| CN106400924A (en) * | 2016-05-20 | 2017-02-15 | 重庆环益科技有限公司 | Urban rainwater recycling management system |
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