CN104529058A - System and method for processing rainwater and sewage of viaducts and highways - Google Patents

System and method for processing rainwater and sewage of viaducts and highways Download PDF

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Publication number
CN104529058A
CN104529058A CN201410746200.1A CN201410746200A CN104529058A CN 104529058 A CN104529058 A CN 104529058A CN 201410746200 A CN201410746200 A CN 201410746200A CN 104529058 A CN104529058 A CN 104529058A
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Prior art keywords
sand setting
oil removal
removal sand
storage pond
oil
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CN201410746200.1A
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CN104529058B (en
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袁艳伍
臧凤茂
朱姜龙
周玉松
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JIANGSU HOUSHUI ENVIRONMENTAL PROTECTION TECHNOLOGY Co Ltd
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JIANGSU HOUSHUI ENVIRONMENTAL PROTECTION TECHNOLOGY Co Ltd
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water, or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/283Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/286Treatment of water, waste water, or sewage by sorption using natural organic sorbents or derivatives thereof
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/40Devices for separating or removing fatty or oily substances or similar floating material
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/001Runoff or storm water
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/32Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae

Abstract

The invention discloses a system and a method for processing rainwater and sewage of viaducts and highways, and belongs to the technical field of sewage processing. The system comprises an oil-separation sand-setting adsorption adjusting and storage pool (1) and an ecological percolation bet (2) both arranged in a road slope-protection isolation strip; the oil-separation sand-setting adsorption adjusting and storage pool (1) has a C30 impervious steel concrete integral cast-in-situ semitight pool body; and the ecological percolation bet (2) has a frame girder brick-concrete structure. The system and the method for processing rainwater and sewage of viaducts and highways are capable of collecting and processing pollutants on viaducts and highways, are capable of controlling rainwater and sewage pollution harm on viaducts and highways, and are capable of minimizing the harm influence.

Description

A kind of viaduct and motorway rainwater and effluent disposing system and method
Technical field
The present invention relates to a kind of rainwater and effluent disposing system, specifically a kind of viaduct and motorway rainwater and effluent disposing system and method, belong to technical field of sewage.
Background technology
Current domestic viaduct and Expressway Development very fast, but domesticly there is no viaduct and motorway rainwater and effluent disposing system, this type of viaduct and motorway collect sewage collecting pipe network away from city mostly, if water body can pollute near discharging nearby, separation buffer when needing this type of safety compliance treatment technology badly and be used as emergency episode, so that pollution hazard is affected controlledization, and its Harmfulness analyse is down to minimizes.
For the pollutent on viaduct and motorway mainly from early-stage rainwater, rainwater, road rinse water, the draining of traffic burst accident etc., pollutant component is mainly dust on the roads impurity, road garbage solubility and insoluble impurities, all kinds of oil contaminants of motor vehicle evaporating, emitting, dripping or leaking of liquid or gas, each pollutant etc. of burst accident leakage, complicated component, intractability is higher.If do not collect process up to standard have certain potential hazard to environment; there is quantitative change to shift risk toward qualitative change for a long time in the past; during as being digestion in water bath in jurisdiction; when particularly when the transport trolley generation traffic accident of road traffic hazard product, hazardous substance leak; without gathering system directly enter nearby water body time easily cause irreversible pollution incident; cause and be difficult to estimate great financial loss, the existing comparatively multi-chemistry traffic accident of Present Domestic is revealed to cause and is polluted example.
Summary of the invention
For above-mentioned prior art Problems existing, the invention provides a kind of viaduct and motorway rainwater and effluent disposing system, for processing viaduct and motorway rain sewage, pollutent on viaduct and motorway can be carried out collection and treatment, realize controlledization of viaduct and the harm of motorway rain sewage pollution, its Harmfulness analyse is down to and minimizes.
To achieve these goals, this viaduct and motorway rainwater and effluent disposing system comprise the oil removal sand setting be arranged in highway slope protection isolation strip and adsorb storage pond and ecological diafiltration bed;
Described oil removal sand setting absorption storage pond is C30 impervious steel concrete integral cast-in-situ semitight pond body;
Described ecological diafiltration bed is Vierendeel girder brick mix structure.
Further, described oil removal sand setting absorption storage pond is divided into four sections, can be connected by cleaning type isolation thrust-augmenting nozzle between every section by promotion;
First and second section of described oil removal sand setting absorption storage pond is oil removal sand setting district A, B;
Arrange oil removing regulating weir area under control in the first paragraph oil removal sand setting district A of described oil removal sand setting absorption storage pond, described oil removing regulating weir area under control arranges scum board net;
The 3rd section of described oil removal sand setting absorption storage pond is macropore volcanics and coke coarse filtration layer C;
The 4th section of described oil removal sand setting absorption storage pond for clarify settling region D again.
Further, the 4th section of described oil removal sand setting absorption storage pond arranges a heavy rain high position and surmounts overflow passage.
Further, the design reference residence time of described oil removal sand setting absorption storage pond is 4 to 5 hours.
Further, the Vierendeel girder brick mix structure surrounding of described ecological diafiltration bed is through Anti-seeping technology.
Further, water outlet contact sterilizing detection cell is also comprised.
Further, the conventional hydraulic detention time of described water outlet contact sterilizing detection cell is 0.5 to 1 hour.
In addition, invention also provides a kind of viaduct and motorway rain sewage water treatment method, concrete steps are as follows:
1), rain sewage by water inlet port, enter oil removal sand setting district A, B of oil removal sand setting absorption storage pond first and second section, the process of oil removal sand setting carried out to rain sewage; Regulate oil removing regulating weir area under control to carry out straining oil according to the core intersection condensed in water level and water, greasy dirt is drained into waste oil pond for recovering; By the scum board net in first paragraph oil removal sand setting district A, the suspension rubbish on rain sewage top layer and the precipitated impurities of bottom are intercepted;
2) the macropore volcanics and the coke coarse filtration layer C that, by oil removal sand setting adsorb in storage pond the 3rd section adsorb the rain sewage after the absorption of oil removal sand setting, utilize the microbial film of the physical adsorption of filtrate and filtrate attachment to carry out biological adsorption degraded to the organism in rain sewage;
3), ecological diafiltration bed is entered by the settling region D that clarifies again of the 4th section in oil removal sand setting absorption storage pond to after the rain sewage of macropore volcanics and coke coarse filtration layer C absorption degradation is clarified further;
4) the rain sewage, after the process of described oil removal sand setting absorption storage pond enters ecological diafiltration bed, described ecological diafiltration bed comprises plant stem-leaf layer, agric, blotter, water distribution pipeline layer, filtering layer, support metalling, the pipeline layer that catchments, cushion, impervious rete and compacting soil padding from top to bottom successively, forms ecological purification equilibrium system; Rain sewage retains through plant Absorption Growth, physical filtering and carries out synergistic purification effect with filter bed biochemical degradation and consumed step by step in ecological diafiltration bed;
5), finally enter water outlet contact sterilizing detection cell through the rain sewage of ecological diafiltration bed and carry out qualified discharge.
Further, the reference load of described ecological diafiltration bed is the water yield processing 0.5 cubic metre every square metre of every day.
With on existing viaduct and motorway for compared with the mode of the unordered discharge of rain sewage, have employed this viaduct and motorway rainwater and effluent disposing system and method and the pollutent on viaduct and motorway can be carried out collection and treatment, realize controlledization of viaduct and the harm of motorway rain sewage pollution, its Harmfulness analyse is down to and minimizes.
The present invention is that the water surrounding in protection road current territory plays vital effect, conventional road rain sewage is purified and reaches one-level A or one-level B in GB18918-2002 town sewage plant, GB18920-2002 urban reclaimed water standard etc., also qualified rear collection be can process nearby and road sprinkling water, greening car washing water made, while rain sewage carries out process up to standard, use as road sewage emergency episode treating pond in addition; Because system takes full advantage of the streaming potential of the road discrepancy in elevation, treating processes promotes therefore not electricity consumption without the need to pump class, thus processing cost is extremely low, day-to-day operation expense is only the expense of facility maintenance maintenance and the expense of supplementary sterilizing agent, water treatment expense per ton is about controlled below 0.15 yuan, for 1/4 to 1/8 of conventional sewage processing costs, therefore rainwater and effluent disposing system application of the present invention is very economic and practical, has filled up the blank of existing viaduct and motorway rain sewage treatment area.
Accompanying drawing explanation
Fig. 1 is agent structure schematic diagram of the present invention;
Fig. 2 is plane figure of the present invention;
In figure: 1, oil removal sand setting absorption storage pond, 10, water inlet port, 11, a heavy rain high position surmounts overflow passage, 2, ecological diafiltration bed, 3, water outlet contact sterilizing detection cell, 30, water outlet port, 4, promoting can cleaning type isolation thrust-augmenting nozzle, and 5, water distribution pipeline layer, 6, catchment pipeline layer.
Embodiment
Below in conjunction with accompanying drawing, the present invention will be further described.
As shown in the figure, this viaduct and motorway rainwater and effluent disposing system comprise the oil removal sand setting be arranged in highway slope protection isolation strip and adsorb storage pond 1 and ecological diafiltration bed 2;
Described oil removal sand setting absorption storage pond 1 is C30 impervious steel concrete integral cast-in-situ semitight pond body;
Described ecological diafiltration bed 2 is Vierendeel girder brick mix structure.
Further, described oil removal sand setting absorption storage pond 1 is divided into four sections, can be connected by cleaning type isolation thrust-augmenting nozzle 4 between every section by promotion;
First and second section of described oil removal sand setting absorption storage pond 1 is oil removal sand setting district A, B;
Arrange oil removing regulating weir area under control in the first paragraph oil removal sand setting district A of described oil removal sand setting absorption storage pond 1, described oil removing regulating weir area under control arranges scum board net; Check oil removing regulating weir area under control by human at periodic intervals, regulate oil header height, drain oil slick to floating oil collecting pond, and the residue that periodic collection scum board is online, carry out recycling or safe disposal.
The 3rd section of described oil removal sand setting absorption storage pond 1 is macropore volcanics and coke coarse filtration layer C; The microbial film of the physical adsorption of filtrate and filtrate attachment is utilized to carry out biological adsorption degraded to Organic substance in water.
The 4th section of described oil removal sand setting absorption storage pond 1 for clarify settling region D again.Road rain sewage enters ecological diafiltration bed 2 after clarifying further again.
Further, the 4th section of described oil removal sand setting absorption storage pond 1 arranges a heavy rain high position and surmounts overflow passage 11.For surmounting discharge when the water yield reaches system limits.
Further, the design reference residence time of described oil removal sand setting absorption storage pond 1 is 4 to 5 hours.Be not less than the regulation of 2 hour residence time according to oil separation grit chamber, adsorption stage and the section of regulating and storing also are like this, and comprehensive two sections of superpositions are comparatively reasonable with 4 to 5 hours, and economic and practical.
Another function of oil removal sand setting absorption storage pond 1 has pooling feature when being burst accident, separation function is had to the insoluble chemical substance different from water proportion, certain emergency situation mainly cushions Regulation Function, for further safe disposal gains time and the function in space.
Further, the Vierendeel girder brick mix structure surrounding of described ecological diafiltration bed 2 is through Anti-seeping technology.Effectively can avoid the pollution that rain effluent seepage causes.
Further, water outlet contact sterilizing detection cell 3 is also comprised.If have coliform index table to have water and environmentally sensitive area etc. in check requirements, water outlet work to need to increase water outlet contact sterilizing detection cell 3 to effluent index.
Further, the conventional hydraulic detention time of described water outlet contact sterilizing detection cell 3 is 0.5 to 1 hour.Through overtesting, water outlet contact sterilizing detection cell 3 is commonly used hydraulic detention time and was advisable with 0.5 to 1 hour, to reach the object of sterilization.
This viaduct and motorway rainwater and effluent disposing system can be arranged in highway slope protection isolation strip, can be provided with auxiliary maneuvering track road simultaneously, so that maintenance and maintenance.
In addition, invention also provides a kind of viaduct and motorway rain sewage water treatment method, concrete steps are as follows:
1), rain sewage by water inlet port 10, enter oil removal sand setting district A, B of oil removal sand setting absorption storage pond 1 first and second section, the process of oil removal sand setting carried out to rain sewage; Regulate oil removing regulating weir area under control to carry out straining oil according to the core intersection condensed in water level and water, greasy dirt is drained into waste oil pond for recovering; By the scum board net in first paragraph oil removal sand setting district A, the suspension rubbish on rain sewage top layer and the precipitated impurities of bottom are intercepted;
2) the macropore volcanics and the coke coarse filtration layer C that, by oil removal sand setting adsorb in storage pond 1 the 3rd section adsorb the rain sewage after the absorption of oil removal sand setting, utilize the microbial film of the physical adsorption of filtrate and filtrate attachment to carry out biological adsorption degraded to the organism in rain sewage;
3), ecological diafiltration bed 2 is entered by the settling region D that clarifies again of the 4th section in oil removal sand setting absorption storage pond 1 to after the rain sewage of macropore volcanics and coke coarse filtration layer C absorption degradation is clarified further;
4) the rain sewage, after described oil removal sand setting absorption storage pond 1 processes enters ecological diafiltration bed 2, described ecological diafiltration bed 2 comprises plant stem-leaf layer, agric, blotter, water distribution pipeline layer, filtering layer, support metalling, the pipeline layer that catchments, cushion, impervious rete and compacting soil padding from top to bottom successively, forms ecological purification equilibrium system; Rain sewage retains through plant Absorption Growth, physical filtering and carries out synergistic purification effect with filter bed biochemical degradation and consumed step by step in ecological diafiltration bed 2;
5), through the rain sewage of ecological diafiltration bed 2 finally enter water outlet contact sterilizing detection cell 3, carry out qualified discharge by water outlet port 30.
Through overtesting, the effluent characteristics of this viaduct and motorway rainwater and effluent disposing system can reach GB one-level A or surface water environment three class, four class water quality standards.
Further, the reference load of described ecological diafiltration bed 2 is the water yield processing 0.5 cubic metre every square metre of every day.Designing ecological diafiltration bed 2 under the prerequisite ensureing operation up to standard, to process the water yield be 0.5 cubic metre every square metre of every day, can meet the water treatment capacity of native system.
Ecological diafiltration bed 3 is the New Technology about Wastewater Treatments utilizing multiple sewage disposal technology to carry out artificial-strengthening, an ecological purification equilibrium system by various plants biotic component is defined in ecological diafiltration bed, pollutent in sewage is consumed step by step in this ecological purification system, and the ecological degradation process of whole pollutent is plant Absorption Growth, physical filtering retains the result with multiple effect synergistic purification effects such as filter bed biochemical degradations.
Compared with other water treating equipment, the core purification techniques of ecological diafiltration bed technique be plant absorption grow up utilize, filter retain, microbiological deterioration etc., do not run conversion unit, add the links such as medicament, than principle and the process ecological environment-friendly energy-saving more of conventional water treating equipment catalytic oxidation, aeration, precipitation, filtration unit.In addition, ecological diafiltration bed can be disposed of sewage, and area is wider, cost of investment is lower, and maintenance management is without the need to ad hoc personnel, does not almost have running cost, strong in conjunction with view with surrounding enviroment.
When there is emergency episode, first rain sewage and accidental discharge water are cushioned at Chi Tizhong, by overcurrent absolute altitude differ isolation thrust-augmenting nozzle carry out rectification after, can effectively in Separation of Water proportion be greater than or less than water and water-fast chemical pollutant, if have soluble pollutants can be able to major part in adsorption zone to remove, also have the process of checking on of the ecological diafiltration bed in rear end pollution hazard elimination or be down to can be minimized, in the majority greatly mainly with about 20 cubic metres of the usual specification of time slot tank car that has an accident, when having an accident, buffer capacity can ensure to collect and not leak, for the further safe disposal of hazardous substance pollutent gains time and space.

Claims (9)

1. viaduct and a motorway rainwater and effluent disposing system, is characterized in that,
Comprise the oil removal sand setting be arranged in highway slope protection isolation strip and adsorb storage pond (1) and ecological diafiltration bed (2);
Described oil removal sand setting absorption storage pond (1) is C30 impervious steel concrete integral cast-in-situ semitight pond body;
Described ecological diafiltration bed (2) is Vierendeel girder brick mix structure.
2. a kind of viaduct according to claim 1 and motorway rainwater and effluent disposing system, is characterized in that,
Described oil removal sand setting absorption storage pond (1) is divided into four sections, can be connected by cleaning type isolation thrust-augmenting nozzle (4) between every section by promotion;
First and second section of described oil removal sand setting absorption storage pond (1) is oil removal sand setting district (A, B);
Arrange oil removing regulating weir area under control in the first paragraph oil removal sand setting district (A) of described oil removal sand setting absorption storage pond (1), described oil removing regulating weir area under control arranges scum board net;
The 3rd section of described oil removal sand setting absorption storage pond (1) is macropore volcanics and coke coarse filtration layer (C);
The 4th section of described oil removal sand setting absorption storage pond (1) for clarify settling region (D) again.
3. a kind of viaduct according to claim 2 and motorway rainwater and effluent disposing system, is characterized in that,
The 4th section of described oil removal sand setting absorption storage pond (1) arranges a heavy rain high position and surmounts overflow passage (11).
4. a kind of viaduct according to claim 1 and 2 and motorway rainwater and effluent disposing system, is characterized in that,
The design reference residence time of described oil removal sand setting absorption storage pond (1) is 4 to 5 hours.
5. a kind of viaduct according to claim 1 and motorway rainwater and effluent disposing system, is characterized in that,
The Vierendeel girder brick mix structure surrounding of described ecological diafiltration bed (2) is through Anti-seeping technology.
6. a kind of viaduct according to claim 1 and motorway rainwater and effluent disposing system, is characterized in that,
Also comprise water outlet contact sterilizing detection cell (3).
7. a kind of viaduct according to claim 6 and motorway rainwater and effluent disposing system, is characterized in that,
The conventional hydraulic detention time of described water outlet contact sterilizing detection cell (3) is 0.5 to 1 hour.
8. viaduct and a motorway rain sewage water treatment method, it is characterized in that, concrete steps are as follows:
1), rain sewage by water inlet port (10), enter oil removal sand setting absorption storage pond (1) first and second section oil removal sand setting district (A, B), the process of oil removal sand setting is carried out to rain sewage; Regulate oil removing regulating weir area under control to carry out straining oil according to the core intersection condensed in water level and water, greasy dirt is drained into waste oil pond for recovering; By the scum board net in first paragraph oil removal sand setting district (A), the suspension rubbish on rain sewage top layer and the precipitated impurities of bottom are intercepted;
2) the macropore volcanics and the coke coarse filtration layer (C) that, by oil removal sand setting adsorb in storage pond (1) the 3rd section adsorb the rain sewage after the absorption of oil removal sand setting, utilize the microbial film of the physical adsorption of filtrate and filtrate attachment to carry out biological adsorption degraded to the organism in rain sewage;
3), ecological diafiltration bed (2) is entered by the settling region (D) of clarifying again of the 4th section in oil removal sand setting absorption storage pond (1) to after the rain sewage of macropore volcanics and coke coarse filtration layer (C) absorption degradation is clarified further;
4) the rain sewage, after described oil removal sand setting absorption storage pond (1) process enters ecological diafiltration bed (2), described ecological diafiltration bed (2) comprises plant stem-leaf layer, agric, blotter, water distribution pipeline layer (5), filtering layer, support metalling, the pipeline layer (6) that catchments, cushion, impervious rete and compacting soil padding from top to bottom successively, forms ecological purification equilibrium system; Rain sewage retains through plant Absorption Growth, physical filtering and carries out synergistic purification effect with filter bed biochemical degradation and consumed step by step in ecological diafiltration bed (2);
5), finally enter water outlet contact sterilizing detection cell (3) through the rain sewage of ecological diafiltration bed (2) and carry out qualified discharge.
9. a kind of viaduct according to claim 8 and motorway rain sewage water treatment method, is characterized in that,
The reference load of described ecological diafiltration bed (2) is the water yield processing 0.5 cubic metre every square metre of every day.
CN201410746200.1A 2014-12-09 2014-12-09 A kind of viaduct and motorway rainwater and effluent disposing system and method Active CN104529058B (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106746183A (en) * 2016-12-01 2017-05-31 浙江海洋大学 A kind of highway sewage collecting processing system
CN110847332A (en) * 2019-11-05 2020-02-28 交通运输部科学研究院 Highway bridge floor runoff purifies emergency system
CN111233266A (en) * 2020-01-23 2020-06-05 江西挺进环保科技有限公司 High-load underground infiltration sewage circulating treatment device and treatment method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108729525A (en) * 2018-06-27 2018-11-02 南昌工程学院 A kind of cities and towns or country road sewage collection system and ecological treatment method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002001010A (en) * 2000-06-22 2002-01-08 Kaneso Co Ltd Rain water purification apparatus
US20060243659A1 (en) * 2004-04-28 2006-11-02 Fred Svirklys Floating wetland structures for use in water remediation
CN101624251A (en) * 2009-08-07 2010-01-13 东南大学 Combinational processing technique and device of deck radial flow
CN203095806U (en) * 2013-01-29 2013-07-31 北京铭泽源环境工程有限公司 Multifunctional rainwater collecting, treating and recycling device
CN103758204A (en) * 2014-01-26 2014-04-30 北京建筑大学 Rainwater bioretention pond for phosphorus removal beside expressway
CN203794745U (en) * 2014-03-25 2014-08-27 中交第一公路勘察设计研究院有限公司 Expressway water treatment system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002001010A (en) * 2000-06-22 2002-01-08 Kaneso Co Ltd Rain water purification apparatus
US20060243659A1 (en) * 2004-04-28 2006-11-02 Fred Svirklys Floating wetland structures for use in water remediation
CN101624251A (en) * 2009-08-07 2010-01-13 东南大学 Combinational processing technique and device of deck radial flow
CN203095806U (en) * 2013-01-29 2013-07-31 北京铭泽源环境工程有限公司 Multifunctional rainwater collecting, treating and recycling device
CN103758204A (en) * 2014-01-26 2014-04-30 北京建筑大学 Rainwater bioretention pond for phosphorus removal beside expressway
CN203794745U (en) * 2014-03-25 2014-08-27 中交第一公路勘察设计研究院有限公司 Expressway water treatment system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106746183A (en) * 2016-12-01 2017-05-31 浙江海洋大学 A kind of highway sewage collecting processing system
CN106746183B (en) * 2016-12-01 2019-10-08 浙江海洋大学 A kind of highway sewage collecting processing system
CN110847332A (en) * 2019-11-05 2020-02-28 交通运输部科学研究院 Highway bridge floor runoff purifies emergency system
CN111233266A (en) * 2020-01-23 2020-06-05 江西挺进环保科技有限公司 High-load underground infiltration sewage circulating treatment device and treatment method

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