CN104372845B - A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus - Google Patents
A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus Download PDFInfo
- Publication number
- CN104372845B CN104372845B CN201410607238.0A CN201410607238A CN104372845B CN 104372845 B CN104372845 B CN 104372845B CN 201410607238 A CN201410607238 A CN 201410607238A CN 104372845 B CN104372845 B CN 104372845B
- Authority
- CN
- China
- Prior art keywords
- module
- sedimentation basin
- water
- aqueduct
- water inlet
- 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.)
- Expired - Fee Related
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/33—Wastewater or sewage treatment systems using renewable energies using wind energy
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Sewage (AREA)
- Environmental & Geological Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
Abstract
The invention discloses a kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus, it is characterized in that: comprising: water inlet cuts dirty diverter module (1), sedimentation basin module (2), clear water reservoir module (3) and automatic control water lift module (4); The delivery port that described water inlet cuts dirty diverter module (1) is connected with the water inlet of described sedimentation basin module (2), the delivery port of described sedimentation basin module (2) is connected with the water inlet of described automatic control water lift module (4), the delivery port of described automatic control water lift module (4) is connected with the irrigation spout of earth's surface, greenery patches (5) with the water inlet of described clear water reservoir module (3) respectively, and the delivery port of described clear water reservoir module (3) is connected with described automatic control water lift module (4).A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus provided by the invention, realizes recycling of rainwater resource, environment-friendly high-efficiency, meets ecological water requirement, simultaneously simply compact, with low cost, economic and practical, the simple and feasible of apparatus structure.
Description
Technical field
The present invention relates to a kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus, particularly relate to a kind of section dirty treating apparatus storing rainfall, purification Initial Runoff rainwater for city, belong to hydraulic engineering technical field.
Background technology
Along with the development of urbanization process, the area rapid growth on impermeable ground, cause contaminant accumulation, make in rainwater on road surface, to hold a large amount of pollutants, the Sansalone.J.J of Germany shows in the research of pavement runoff, pollution load in initial stage 20% rainfall runoff account for that whole field rainfall pollutes 80%, therefore, the retaining and process the water pollution that effectively can control runoff and bring of early-stage rainwater.At present, also having different measures for rainwater pollution process both at home and abroad, is abroad that rainwater is directly collected recycling mostly, and domestic is that early-stage rainwater is directly introduced Wastewater Treatment Plant, have ignored Wastewater Treatment Plant's scrubbing finite capacity, unnecessary sewage is unprocessed directly enters natural water.Therefore, be necessary to develop the Initial Runoff intercepting pollution for rainwater treating apparatus that can make up these aspect deficiencies, collect and purifying city road rain water, and with the rainwater green land irrigation after purification, improve water utilization rate.
Summary of the invention
Technical problem to be solved by this invention is, provide a kind of can control 20% early-stage rainwater collecting amount, taken into full account the distribution problem of section dirty water purification ability and rainwater pollution source; Further, present invention achieves collection rain, section dirt, water purification and irrigation function integration; Further, present invention achieves collection rain, cut the automatic control of dirty, water purification and irrigation, the pump also achieving water pump is dual-purpose, makes compact overall structure of the present invention, is suitable for practicality; Further, present invention achieves the green sustainable use of the energy, utilize windmill and solar panel by wind energy and storage of solar energy, and be converted into electrical power storage in electrical storage device, for whole device provides green energy resource; Further, sedimentation basin of the present invention adopts the geotechnological canvas cloth of the hollow space of at least 95%, has superpower bearing capacity, can realize more efficient retaining, economic and practical, and construction is simple.
For solving the problems of the technologies described above, the technical solution used in the present invention is:
A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus, is characterized in that: comprising: water inlet cuts dirty diverter module, sedimentation basin module, clear water reservoir module and automatic control water lift module; The delivery port that described water inlet cuts dirty diverter module is connected with the water inlet of described sedimentation basin module, the delivery port of described sedimentation basin module is connected with the water inlet of described automatic control water lift module, and the delivery port of described automatic control water lift module is connected with the irrigation spout on earth's surface, greenery patches with the water inlet of described clear water reservoir module respectively;
Described water inlet cut dirty diverter module comprise ditch for collecting rainwater, water inlet Prefabricated combined septic tank, device Prefabricated combined septic tank, for controlling to collect the float valve ball of early-stage rainwater, the first aqueduct and the first inspection-pit; Described ditch is positioned at the other underground of road, described water inlet Prefabricated combined septic tank is communicated with described road earth's surface and described ditch, there is an opening bottom, described ditch and connects the water inlet of described first aqueduct, described device Prefabricated combined septic tank is placed in the water inlet of described first aqueduct, described device Prefabricated combined septic tank bottom is trumpet type and opening, described float valve ball is placed in described first aqueduct, the delivery port of described first aqueduct is connected with the water inlet of described sedimentation basin module, and described first inspection-pit is located on the described road directly over described first aqueduct.
Described sedimentation basin module comprises sedimentation basin, sediment deposition district and mudhole, the delivery port of described first aqueduct is connected with the water inlet of described sedimentation basin, described sedimentation basin is positioned at the below on earth's surface, described greenery patches, the below of described sedimentation basin is provided with described sediment deposition district, and described sediment deposition district is provided with described mudhole.
Described automatic control water lift module comprises windmill, solar panel, circuit connecting wire, electrical storage device, control valve, water level monitor, second inspection-pit, water pump, second aqueduct and the 3rd aqueduct, described windmill is arranged on ground, described windmill is provided with described solar panel, described circuit connecting wire connects described windmill, solar panel and electrical storage device, described second inspection-pit is between described sedimentation basin module and clear water reservoir module and be communicated with described sedimentation basin module and clear water reservoir module, described water pump is provided with in described second inspection-pit, described water pump is connected by the irrigation spout of described second aqueduct with earth's surface, described greenery patches, described water pump is also connected with the water inlet of described clear water reservoir module by described 3rd aqueduct, described water level monitor is provided with 2, lay respectively in described sedimentation basin and clear water reservoir module, described water level monitor is connected with described electrical storage device electricity by described control valve.
Be connected by circuit connecting wire between described windmill, solar panel, electrical storage device, control valve and water level monitor, form an electric power storage for electrical integrated power supply device.
Described clear water reservoir module comprises clear water reservoir, floating bed bed body and floating bed framework, described 3rd aqueduct is connected with the water inlet of described clear water reservoir, described clear water reservoir is divided into some districts by described floating bed framework, described floating bed framework is set up described floating bed bed body, described floating bed bed body is cultivated the floating bed plant had for water purification water quality.
Described water inlet cuts dirty diverter module and is positioned at top of the present invention, and under described sedimentation basin module and clear water reservoir module level are arranged in earth's surface, greenery patches, described automatic control water lift module, for the invention provides electric energy, makes the present invention become a self control structure.
The first described aqueduct, the second aqueduct and the 3rd aqueduct are PP-R pipe.
The diameter of described float valve ball is greater than the minimum pipe of described device Prefabricated combined septic tank, and is greater than the straight of described device Prefabricated combined septic tank bottom.
Described float valve bulb diameter, slightly larger than the minimum pipe of device Prefabricated combined septic tank, can collect the early-stage rainwater of 20%.
The capacity of described sedimentation basin is that at least splendid attire accounts for the early-stage rainwater of whole amount of precipitation 20%, and the upper surface of described sedimentation basin is mutually concordant with the soffit in described ditch, and the material of described sedimentation basin module is the geotechnological canvas cloth selecting the hollow space at least with 95%.
Described sedimentation basin adopts the geotechnological canvas cloth of the hollow space of 95% to make.
The computational methods of the capacity of described sedimentation basin are ultimate strenght method.
Ultimate strenght method: when full basin rainwater participates in confluxing, the flow of generation is maximum;
1, when the rainwater stream in solstics in catchment area reaches afflux point, gross area produces and confluxes, and the design discharge of storm sewer is maximum;
2, when the rainwater stream equaling solstics in catchment area rainfall duration reaches the time of concentration of afflux point, storm sewer needs the amount of rainfall of eliminating maximum.
The bottom surface in described sediment deposition district is the gradient, and described mudhole is arranged on the side of heavy grade end.
Described control valve comprises the first control valve, the second control valve, the 3rd control valve and the 4th control valve, described first control valve is arranged at the water outlet of described sedimentation basin, described second control valve is arranged on described second aqueduct, described 3rd control valve is arranged on described 3rd aqueduct, and described 4th control valve is arranged at the water outlet of described clear water reservoir.
The switch combination of different control valve realizes the multi-functional integrations such as water storage of the present invention, water purification, irrigation.
Described water level monitor is at least arranged 3 for detecting the probe of different water level.
Operating principle of the present invention is as follows:
Collection rain net rainfall: during Urban Rain, rainwater on road surface passes through ditch, tentatively the dirt of rainwater on road surface is tackled by water inlet Prefabricated combined septic tank, reach secondary by device Prefabricated combined septic tank again and block dirty effect, rainwater injects sedimentation basin module by the first aqueduct, when the initial stage, rainwater-collecting amount reached 20%, the float valve ball arranged in the first aqueduct moves, the water inlet that water inlet is cut dirty diverter module is blocked, and completes the collection of this rainfall rainwater.Inject the rainwater of sedimentation basin, silt is by sediment deposition district after precipitation, discharged by mudhole, now, automatic control water lift module opens the first control valve and the 3rd control valve, closes the second control valve and the 4th control valve, water is after precipitation extracted by water pump, inject clear water reservoir by the 3rd aqueduct, the floating bed plant good purification in clear water reservoir also can be beautified the environment, and floating bed plant is as canna.
Irrigation draught: electric energy of the present invention is provided by solar panel and windmill, be stored in electrical storage device, when earth's surface, greenery patches needs water lift to irrigate, automatic control water lift module opens the second control valve and the 4th control valve, close the first control valve and the 3rd control valve, be that water pump is powered by electrical storage device, the water after being cleaned in clear water reservoir is extracted by the 3rd aqueduct by water pump, and via the irrigation of irrigating spout and realizing greenery patches.
Pollutant scour law be the pollution load in initial stage 20% rainfall runoff account for that whole field rainfall pollutes 80%, therefore the retaining and process the water pollution that effectively can control runoff and bring of early-stage rainwater.
Early-stage rainwater is introduced directly into Wastewater Treatment Plant by China, have ignored Wastewater Treatment Plant's scrubbing finite capacity, and unnecessary sewage is unprocessed directly enters natural water.
Comprise various pollutant (nutrient, metallic element, the organic compound etc. such as suspended particulate (SS), N, P) in rainwater, and the various pollutants in initial stage 20% rainwater account for 80% of whole field rainfall pollution; The present invention first utilizes water inlet Prefabricated combined septic tank to carry out physical cleaning, namely tentatively removes bulky grain silt, broken rubbish, floating thing, leaf etc.; Then utilize float valve ball to retain the early-stage rainwater of 20% to sedimentation basin, all the other later stage rainwater of 80% are disposed to river, lake through ditch; The early-stage rainwater of 20% discharges purifying pond after sedimentation basin precipitation removes silt, a large amount of plant nutrient and organic matter is removed through the plant absorption of purifying pond, soil permeability, water after purification is the water body that organic matter amount is lower, for irrigating the vegetation such as lawn, trees.
A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus provided by the invention, while collection urban road rainwater, by contaminated rainwater purification, and for Greenland Irrigation, realizes recycling of rainwater resource; The present invention utilizes float valve ball to control the early-stage rainwater collecting amount of 20%, and taken into full account the distribution situation of section dirty water purification ability and rainwater pollution source, namely float valve ball is rainwater flow divider, can collect the initial rainfall of 20%; Compact conformation of the present invention, utilizes ditch collection rain, Hanging Basket cuts dirt, sedimentation tank filter, clear water reservoir water purification, realizes irrigating by water pump water lift again, make collection rain, cuts dirty, water purification and irrigation function integration; The present invention utilizes a pump of the automatic control of water level monitor implement device and water pump dual-purpose, one be by through sedimentation basin precipitation after rainwater inject purifying pond, two be by purification after water propose to be used for Greenland Irrigation from purifying pond; The present invention is also. and utilize green energy resource to provide electric energy for device, utilize windmill and solar panel by wind energy and storage of solar energy, and be converted into electrical power storage in electrical storage device, for the invention provides green energy resource; Further, sedimentation basin of the present invention adopts the geotechnological canvas cloth of the hollow space of 95%, has superpower bearing capacity, can realize more efficient retaining, economic and practical, and construction is simple.
A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus provided by the invention, take rainwater as process carrier, realizes recycling of rainwater resource, environment-friendly high-efficiency, meet ecological water requirement by links such as collection rain, section dirty purification, automation irrigations by pumping; Simultaneously simply compact, with low cost, economic and practical, the simple and feasible of apparatus structure.In sum, this device has good promotional value and application prospect.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is top view of the present invention;
Fig. 3 is the structural representation of middle water level monitor of the present invention;
Fig. 4 is the tendency chart of rain time-amount of rainfall in the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further described.
As shown in Fig. 1 ~ 3, a kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus, is characterized in that: comprising: water inlet cuts dirty diverter module 1, sedimentation basin module 2, clear water reservoir module 3 and automatic control water lift module 4; The delivery port that described water inlet cuts dirty diverter module 1 is connected with the water inlet of described sedimentation basin module 2, the delivery port of described sedimentation basin module 2 is connected with the water inlet of described automatic control water lift module 4, the delivery port of described automatic control water lift module 4 is connected with the irrigation spout on earth's surface, greenery patches 5 with the water inlet of described clear water reservoir module 3 respectively, and the delivery port of described clear water reservoir module 3 is connected with described automatic control water lift module 4;
Described water inlet cut dirty diverter module 1 comprise ditch 11 for collecting rainwater, water inlet Prefabricated combined septic tank 12, device Prefabricated combined septic tank 13, for controlling to collect float valve ball 14, first aqueduct 15 and first inspection-pit 16 of early-stage rainwater, described ditch 11 is positioned at the other underground of road 6, described water inlet Prefabricated combined septic tank 12 is communicated with described road 6 earth's surface and described ditch 11, there is an opening bottom, described ditch 11 and connects the water inlet of described first aqueduct 15, described device Prefabricated combined septic tank 13 is placed in the water inlet of described first aqueduct 15, described device Prefabricated combined septic tank 13 bottom is trumpet type and opening, described float valve ball 14 is placed in described first aqueduct 15, the delivery port of described first aqueduct 15 is connected with the water inlet of described sedimentation basin module 2, described first inspection-pit 16 is located on the described road 6 directly over described first aqueduct 15.
Described sedimentation basin module 2 comprises sedimentation basin 21, sediment deposition district 22 and mudhole 23, the delivery port of described first aqueduct 15 is connected with the water inlet of described sedimentation basin 21, described sedimentation basin 21 is positioned at the below on earth's surface, described greenery patches 5, the below of described sedimentation basin 21 is provided with described sediment deposition district 22, and described sediment deposition district 22 is provided with described mudhole 23.
Described automatic control water lift module 4 comprises windmill 41, solar panel 42, circuit connecting wire 43, electrical storage device 44, control valve 45, water level monitor 46, second inspection-pit 47, water pump 48, second aqueduct 49 and the 3rd aqueduct 410, described windmill 41 is arranged on ground, described windmill 41 is provided with described solar panel 42, described circuit connecting wire 43 connects described windmill 41, solar panel 42 and electrical storage device 44, described second inspection-pit 47 is between described sedimentation basin module 2 and clear water reservoir module 3 and be communicated with described sedimentation basin module 2 and clear water reservoir module 3, described water pump 48 is provided with in described second inspection-pit 47, described water pump 48 is connected with the irrigation spout on earth's surface, described greenery patches 5 by described second aqueduct 49, described water pump 48 is also connected with the water inlet of described clear water reservoir module 3 by described 3rd aqueduct 410, described water level monitor 46 is provided with 2, lay respectively in described sedimentation basin 21 and clear water reservoir module 3, described water level monitor 46 is connected with described electrical storage device 44 electricity by described control valve 45.
Described clear water reservoir module 3 comprises clear water reservoir 31, floating bed bed body 32 and floating bed framework 33, described 3rd aqueduct 410 is connected with the water inlet of described clear water reservoir 31, described clear water reservoir 31 is divided into some districts by described floating bed framework 33, described floating bed framework 33 is set up described floating bed bed body 32, described floating bed bed body 32 is cultivated the floating bed plant 7 had for water purification water quality.
The diameter of described float valve ball 14 is greater than the minimum pipe of described device Prefabricated combined septic tank 13, and is greater than the straight of described device Prefabricated combined septic tank 13 bottom.
The capacity of described sedimentation basin 21 is that at least splendid attire accounts for the early-stage rainwater of whole amount of precipitation 20%, the upper surface of described sedimentation basin 21 is mutually concordant with the soffit in described ditch 11, and the material of described sedimentation basin module 2 is the geotechnological canvas cloth selecting the hollow space at least with 95%.
The computational methods of the capacity of described sedimentation basin 21 are ultimate strenght method.
The bottom surface in described sediment deposition district 22 is the gradient, and described mudhole 23 is arranged on the side of heavy grade end.
Described control valve 45 comprises the first control valve 451, second control valve 452, the 3rd control valve 453 and the 4th control valve 454, described first control valve 451 is arranged at the water outlet of described sedimentation basin 21, described second control valve 452 is arranged on described second aqueduct 49, described 3rd control valve 453 is arranged on described 3rd aqueduct 410, and described 4th control valve 454 is arranged at the water outlet of described clear water reservoir 31.
Described water level monitor 46 is at least arranged 3 for detecting the probe of different water level.
As shown in Figure 4, illustrate the computational methods of sedimentation basin volume: in once specific rainfall, a selected locality, the amount of precipitation measuring W1 and W2 is with the change of rain time t and curve plotting, when W1=W2(early-stage rainwater and later stage rainwater respectively account for 50%), now T=7.5min; As t>T, clean rainfall is by showed increased, and early-stage rainwater amount speedup is slow.Therefore, initial stage rainfall is the foundation of the volume calculations amount of sedimentation basin, now, and W1=9.8m
3, therefore early-stage rainwater is taken as 10m
3, namely the volume of sedimentation basin is defined as 10m
3.
W1 represents early-stage rainwater, and W2 represents later stage rainwater, and t represents rain time, and T represents rain time during W1=W2.
The above is only the preferred embodiment of the present invention; be noted that for those skilled in the art; under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.
Claims (7)
1. a urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus, is characterized in that: comprising: water inlet cuts dirty diverter module (1), sedimentation basin module (2), clear water reservoir module (3) and automatic control water lift module (4); The delivery port that described water inlet cuts dirty diverter module (1) is connected with the water inlet of described sedimentation basin module (2), the delivery port of described sedimentation basin module (2) is connected with the water inlet of described automatic control water lift module (4), the delivery port of described automatic control water lift module (4) is connected with the irrigation spout of earth's surface, greenery patches (5) with the water inlet of described clear water reservoir module (3) respectively, and the delivery port of described clear water reservoir module (3) is connected with described automatic control water lift module (4);
Described water inlet cut dirty diverter module (1) comprise ditch (11) for collecting rainwater, water inlet Prefabricated combined septic tank (12), device Prefabricated combined septic tank (13), for controlling to collect the float valve ball (14) of early-stage rainwater, the first aqueduct (15) and the first inspection-pit (16), described ditch (11) is positioned at the other underground of road (6), described water inlet Prefabricated combined septic tank (12) is communicated with described road (6) earth's surface and described ditch (11), there is an opening described ditch (11) bottom and connects the water inlet of described first aqueduct (15), described device Prefabricated combined septic tank (13) is placed in the water inlet of described first aqueduct (15), described device Prefabricated combined septic tank (13) bottom is trumpet type and opening, described float valve ball (14) is placed in described first aqueduct (15), the delivery port of described first aqueduct (15) is connected with the water inlet of described sedimentation basin module (2), described first inspection-pit (16) is located on the described road (6) directly over described first aqueduct (15),
Described sedimentation basin module (2) comprises sedimentation basin (21), sediment deposition district (22) and mudhole (23), the delivery port of described first aqueduct (15) is connected with the water inlet of described sedimentation basin (21), described sedimentation basin (21) is positioned at the below on earth's surface, described greenery patches (5), the below of described sedimentation basin (21) is provided with described sediment deposition district (22), and described sediment deposition district (22) is provided with described mudhole (23);
Described automatic control water lift module (4) comprises windmill (41), solar panel (42), circuit connecting wire (43), electrical storage device (44), control valve (45), water level monitor (46), second inspection-pit (47), water pump (48), second aqueduct (49) and the 3rd aqueduct (410), described windmill (41) is arranged on ground, described windmill (41) is provided with described solar panel (42), described circuit connecting wire (43) connects described windmill (41), solar panel (42) and electrical storage device (44), described second inspection-pit (47) to be positioned between described sedimentation basin module (2) and clear water reservoir module (3) and to be communicated with described sedimentation basin module (2) and clear water reservoir module (3), described water pump (48) is provided with in described second inspection-pit (47), described water pump (48) is connected with the irrigation spout on earth's surface, described greenery patches (5) by described second aqueduct (49), described water pump (48) is also connected with the water inlet of described clear water reservoir module (3) by described 3rd aqueduct (410), described water level monitor (46) is provided with 2, lay respectively in described sedimentation basin (21) and clear water reservoir module (3), described water level monitor (46) is connected with described electrical storage device (44) electricity by described control valve (45),
Described clear water reservoir module (3) comprises clear water reservoir (31), floating bed bed body (32) and floating bed framework (33), described 3rd aqueduct (410) is connected with the water inlet of described clear water reservoir (31), described clear water reservoir (31) is divided into some districts by described floating bed framework (33), the described floating bed bed body (32) of the upper erection of described floating bed framework (33), described floating bed bed body (32) is upper cultivates the floating bed plant (7) had for water purification water quality.
2. a kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus according to claim 1, it is characterized in that: the diameter of described float valve ball (14) is greater than the minimum pipe of described device Prefabricated combined septic tank (13), and be greater than the straight of described device Prefabricated combined septic tank (13) bottom.
3. a kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus according to claim 1, it is characterized in that: the capacity of described sedimentation basin (21) is that at least splendid attire accounts for the early-stage rainwater of whole amount of precipitation 20%, the upper surface of described sedimentation basin (21) is mutually concordant with the soffit of described ditch (11), and the material of described sedimentation basin module (2) is the geotechnological canvas cloth selecting the hollow space at least with 95%.
4. a kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus according to claim 3, is characterized in that: the computational methods of the capacity of described sedimentation basin (21) are ultimate strenght method.
5. a kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus according to claim 1, is characterized in that: the bottom surface of described sediment deposition district (22) is the gradient, and described mudhole (23) is arranged on the side of heavy grade end.
6. a kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus according to claim 1, it is characterized in that: described control valve (45) comprises the first control valve (451), second control valve (452), 3rd control valve (453) and the 4th control valve (454), described first control valve (451) is arranged at the water outlet of described sedimentation basin (21), described second control valve (452) is arranged on described second aqueduct (49), described 3rd control valve (453) is arranged on described 3rd aqueduct (410), described 4th control valve (454) is arranged at the water outlet of described clear water reservoir (31).
7. a kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus according to claim 1, is characterized in that: described water level monitor (46) is at least arranged 3 for detecting the probe of different water level.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410607238.0A CN104372845B (en) | 2014-10-31 | 2014-10-31 | A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410607238.0A CN104372845B (en) | 2014-10-31 | 2014-10-31 | A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104372845A CN104372845A (en) | 2015-02-25 |
| CN104372845B true CN104372845B (en) | 2016-01-13 |
Family
ID=52552012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410607238.0A Expired - Fee Related CN104372845B (en) | 2014-10-31 | 2014-10-31 | A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104372845B (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104829051B (en) * | 2015-04-27 | 2017-01-18 | 桂林市广泽科技开发有限公司 | Intelligent rainwater/waste water purification treatment system and application and treatment method thereof |
| CN105672440A (en) * | 2015-12-23 | 2016-06-15 | 河南科技学院 | Intelligent urban green land rainwater collection and utilization apparatus |
| CN106440597B (en) * | 2016-09-30 | 2018-11-30 | 绍兴柯桥耀沃针纺有限公司 | A kind of stack type water source storage facilities |
| CN109322374A (en) * | 2017-10-30 | 2019-02-12 | 湖南雨创环保工程有限公司 | A kind of non-sunk type greenery patches processing unit and method |
| CN108517737B (en) * | 2018-04-13 | 2020-02-21 | 河海大学 | Underground rainwater treatment, collection and recycling device |
| CN110679435B (en) * | 2019-10-28 | 2021-07-06 | 淮安信息职业技术学院 | Wisdom is irrigation equipment for agricultural |
| CN111995166B (en) * | 2020-06-05 | 2022-04-08 | 南京信息工程大学 | Intelligent mountain initial rain storage and decontamination system and in-situ self-driven utilization method thereof |
| CN114751602A (en) * | 2022-05-23 | 2022-07-15 | 珠江水利委员会珠江水利科学研究院 | Water collection and recycling system for living community |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006028788A (en) * | 2004-07-13 | 2006-02-02 | Ooike Co Ltd | Lid for underground structure |
| CN101844852A (en) * | 2009-03-23 | 2010-09-29 | 甘肃金桥给水排水设计与工程(集团)有限公司 | Small sewage biological treatment and reuse device and control method |
| CN102531282A (en) * | 2011-12-28 | 2012-07-04 | 华北水利水电学院 | Device and method for quality-based rainwater collection, treatment and utilization |
| CN203768984U (en) * | 2014-01-16 | 2014-08-13 | 安徽锋亚环境技术有限公司 | Environment-friendly energy-saving type yard type rainwater collecting, processing and recycling system |
-
2014
- 2014-10-31 CN CN201410607238.0A patent/CN104372845B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006028788A (en) * | 2004-07-13 | 2006-02-02 | Ooike Co Ltd | Lid for underground structure |
| CN101844852A (en) * | 2009-03-23 | 2010-09-29 | 甘肃金桥给水排水设计与工程(集团)有限公司 | Small sewage biological treatment and reuse device and control method |
| CN102531282A (en) * | 2011-12-28 | 2012-07-04 | 华北水利水电学院 | Device and method for quality-based rainwater collection, treatment and utilization |
| CN203768984U (en) * | 2014-01-16 | 2014-08-13 | 安徽锋亚环境技术有限公司 | Environment-friendly energy-saving type yard type rainwater collecting, processing and recycling system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104372845A (en) | 2015-02-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104372845B (en) | A kind of urban pavement Initial Runoff intercepting pollution for rainwater treating apparatus | |
| CN202730934U (en) | System for intercepting, shunting, regulating, storing and treating initial rainwater | |
| CN204252206U (en) | Community wastewater circulation and rainwater catchment system equipment | |
| CN106007218B (en) | A kind of urban rainwater Ecological Disposal and the system and method utilized | |
| CN103046632A (en) | Municipal administration rainwater regulation system | |
| CN206408676U (en) | A kind of cell environment landscape planting rain collector | |
| CN209974473U (en) | Rainwater collection system | |
| CN206844282U (en) | The collection and purification of town road rainfall runoff utilize system | |
| CN109386022A (en) | A kind of water storage reclamation set of rain water on roof disconnecting | |
| CN105587008A (en) | Rainwater collection and reutilization system for modern residence and application method | |
| CN104213599A (en) | Zero-energy-consumption roof recycled rainwater utilizing system | |
| CN105350607A (en) | Urban rainwater collecting and recycling system | |
| CN104196179A (en) | Rainwater utilization system and use method thereof | |
| CN205042245U (en) | School's laboratory rainwater is collected and is filtered analytic system | |
| CN104264773B (en) | A kind of for the treatment of parking lot rainwater and the storage stream wet land system regulating miniclimate | |
| CN105293749A (en) | Multi-span greenhouse rainwater collecting and treating reusing device and method | |
| CN211897679U (en) | Novel sponge urban road system | |
| CN207645999U (en) | A kind of resident living area initial rainwater runoff intercepts, purification equipment | |
| CN103641282B (en) | Method for performing surface slow-rate infiltration land treatment on rural domestic wastewater | |
| CN203200884U (en) | Municipal administration rainwater regulation system | |
| CN209053161U (en) | A kind of sponge urban rainwater circulator | |
| CN203946980U (en) | Beam-connected greenhouse rainwater-collecting and processing reclamation set | |
| CN204163295U (en) | A kind of rainwater utilization system | |
| CN203514479U (en) | Artificial underground river rainwater accumulation and drainage device | |
| CN202248209U (en) | Village and town rainwater utilization system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 Termination date: 20181031 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |