CN204959952U - Recessed formula greenery patches rainwater regulation dispatch pond and distributed rainwater regulation dispatch pond system - Google Patents
Recessed formula greenery patches rainwater regulation dispatch pond and distributed rainwater regulation dispatch pond system Download PDFInfo
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- CN204959952U CN204959952U CN201520652884.9U CN201520652884U CN204959952U CN 204959952 U CN204959952 U CN 204959952U CN 201520652884 U CN201520652884 U CN 201520652884U CN 204959952 U CN204959952 U CN 204959952U
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Abstract
The utility model discloses a recessed formula greenery patches rainwater regulation dispatch pond and distributed rainwater regulation dispatch pond system, dispatch pond (7) including recessed formula greenery patches (1), stormwater overflow well (2) with rainwater regulation, realized with rainwater pipe network or the combined retaining of sewage pipe network, drainage and water supply. Compared with the prior art, the utility model discloses realize more effectively adjusting rainfall runoff and flood detention, cut down the runoff and pollute, realize rain water purification, storage and utilization function, simultaneously, inseparable must the combination of rain sewage pipe network in this system and city, solve because torrential rain and the urban waterlogging that results in, rainwash and the runoff that produces pollutes and the utilization scheduling problem of rainwater according to drainage pipe water discharge ability dispatch retaining, for sponge city construction provides the important means, has outstanding society, environment, economic benefits.
Description
Technical field
The utility model relates to Rainwater Resources and utilizes and water supply and drainage technical field, particularly relates to the method for designing in a kind of concave herbaceous field rainwater storage scheduling pond.
Background technology
Along with the remarkable quickening of Urbanization in China, the continuous expansion of city size, a large amount of culture makes the hardened ground in city increase, the increase of the underlying surface Permeable stratum area of hardened ground causes the increase of rainfall runoff coefficient, conflux networks is accelerated, thus the general stream of street flood and groundwater storage reduce when causing urban storm weather, thereby produce serious urban soil and water loss and problem of drainning off floodwaters.Meanwhile, rain drop erosion ground and the runoff pollution that produces, increase intractability also to the sewerage treatment in city, directly discharge into natural water if wash away the early-stage rainwater behind ground, can severe contamination water resource environment.
Rainwater is a kind of water resource of preciousness, and except early-stage rainwater, its contaminated degree is comparatively light, can be used as the greening in city after treatment, washes away road etc. and use mixedly water source.The rainwater utilization technology of the maturation that current city has has three kinds, be roof rain water collecting respectively, urban pavement rainwater utilization, urban green space, flower bed and gardens rainwater continue to utilize.
Concave herbaceous field is a kind of elevation lower than the public green space on around road surface, also claims Low elevation greenbelt.Its theory utilizes recessed open space to accept and storage rainwater, reaches the effect reducing runoff and arrange outward.In general, Low elevation greenbelt there are certain requirements the recessed degree of depth.And the many unmodified of its soil property, once large-area applications, be vulnerable to the impact of the conditions such as landform, cause actual volume of regulating and storing lower.
Storm detention tank refers to the collection storage utilization facility with rainwater storage function, also has the effect of cutting down peak flow simultaneously.In urban renewal, the application of storm detention tank gets more and more.But the storm detention tank of large volume builds floor space greatly, costly.City practice shows, for the target of comprehensive control rainwater mighty torrent, small size, distributed many storage ponds pattern than large volume, that centralized dullness stores pool mode is more effective.
Utility model content
Based on above-mentioned prior art Problems existing, the utility model proposes a kind of concave herbaceous field rainwater storage scheduling pond, design and concave herbaceous field, rainwater storage and rainwater are dispatched integrated system, more effectively realize regulating rainfall runoff and flood detention, cut down runoff pollution, realize rain water purification, store and utilize function; Simultaneously, the rain sewage network in this system and city is tight must be in conjunction with, solve the urban waterlogging caused due to heavy rain, rain drop erosion and the problem such as recycling of the runoff pollution produced and rainwater, according to drainage pipe drainability scheduling retaining, for sponge urban construction provides important means, there is outstanding society, environment, economic benefit.
The purpose of this utility model reaches by taking following technical scheme:
A kind of concave herbaceous field rainwater storage scheduling cell system, realize and Storm Sewer Network or the comprehensive retaining of sewage network, draining and water supply, this system comprises concave herbaceous field 1, stormwater overflow well 2 and rainwater storage scheduling pond 7; Wherein: concave herbaceous field 1 is arranged lower than ground; The well head of stormwater overflow well 2 is close to ground, and well body extends in the rainwater storage scheduling pond 7 being arranged at concave herbaceous field 1 bottommost; Described rainwater storage scheduling top, pond 7 is provided with water collection sheet 6, is sequentially filled with artificial back fill course 3, sandstone filtering layer 4, non-woven geotextile bed course 5, jointly for dmp filter between described water collection sheet 6 and described concave herbaceous field 1; ; Describedly regulate and store that scheduling side, pond 7 arranges drainage pipe 8, overflow pipe 9 and drainage pipe 8 are positioned at bottom; Overflow pipe 9 collaborates with drainage pipe 8 and is connected Storm Sewer Network, if around greenery patches be the pipeline of rainwater, sewage combined system, then each drainage pipe 8 and overflow pipe 9 are connected to sewage conduct; Below described stormwater overflow well 2, rainwater storage scheduling pond 7 in be provided with suction pump 11, carry out greening spray; When rainwater storage scheduling pond 7 stores full, unnecessary rainwater is discharged to the Storm Sewer Network in city.
The utility model also proposed a kind of distributing rainwater storage scheduling cell system, this system comprises multiple distributed concave herbaceous field rainwater storage scheduling pond, each concave herbaceous field rainwater storage scheduling cell system includes concave herbaceous field 1, stormwater overflow well 2 and rainwater storage scheduling pond 7, and each is regulated and stored, scheduling pond communicates with each other; Wherein: concave herbaceous field 1 is arranged lower than ground; The well head of stormwater overflow well 2 is close to ground, and well body extends in the rainwater storage scheduling pond 7 being arranged at concave herbaceous field 1 bottommost; Described rainwater storage scheduling top, pond 7 is provided with water collection sheet 6, is sequentially filled with artificial back fill course 3, sandstone filtering layer 4, non-woven geotextile bed course 5, jointly for dmp filter between described water collection sheet 6 and described concave herbaceous field 1; ; Describedly regulate and store that scheduling side, pond 7 arranges drainage pipe 8, overflow pipe 9 and drainage pipe 8 are positioned at bottom; Overflow pipe 9 collaborates with drainage pipe 8 and is connected Storm Sewer Network, if around greenery patches be the pipeline of rainwater, sewage combined system, then each drainage pipe 8 and overflow pipe 9 are connected to sewage conduct; Below described stormwater overflow well 2, rainwater storage scheduling pond 7 in be provided with suction pump 11, carry out greening spray; When rainwater storage scheduling pond 7 stores full, unnecessary rainwater is discharged to the Storm Sewer Network in city.
Compared with existing system, this utility model more effectively can be alleviated urban waterlogging, be cut down urban runoff pollution load and saving water resource.First this system utilizes recessed greenery patches to eliminate rainwater runoff pollution, and the rainwater entering scheduling pond of regulating and storing can through water pump for greenery patches landscape ecology water; Simultaneously, consider in the short time possibility occurring secondary rainfall, be provided with outfall in scheduling pond of regulating and storing designed by the utility model to be communicated with drainage pipeline networks, when there is rich drainability in drainage pipeline networks, utilize the emptying storage pond of suction pump, realize water body scheduling feature to renew secondary storm runoff, the very big ability that must improve city opposing short-term repeatedly heavy rain; Finally, the utility model starts the new middle grid being connected to city, solves city when without rainfall, can not get the problem of effectively supplementing in scheduling pond of regulating and storing with water.
Compared with prior art, enforcement of the present utility model has following technique effect:
1, the utility model integrates rainwater-collecting, purification, storage, scheduling, greening water function, more meets the sustainable development idea that rainfall runoff is collected, reduced runoff pollution, improves Water Resources;
2, rainwater storage of the present utility model scheduling pond volume is little, expense is low, addressing and management easily, be suitable for sponge urban construction;
3, the blow-off line of the utility model design ensures when repeatedly heavy rain, emptying when drainage pipe exists rich drainability, realizes avoiding the peak hour discharge, reduces urban waterlogging, and the ability of heavy rain is met in raising city again;
4, recessed Green Space Design improves rainwater-collecting ability, and rainfall runoff, after the purification of soil and sand filter blanket, substantially reduces the pollution of early-stage rainwater;
5, the utility model is connected to the Treated sewage reusing pipe network in city in a creative way, when solving city without rainfall, makes rainwater storage dispatch pond effectively supplemented, for greening irrigation by intermediate water pipeline;
6, Operation system setting of the present utility model has suction pump, and distributed scheduling pond of regulating and storing is just as the emergent water source being positioned at each corner, city, if tie surface hydrant, then the road that the rainwater stored or middle water can be used in city washes away and the resource of water supply such as water for fire fighting.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model specific embodiment one;
Fig. 2 is the rainwater storage scheduling pool structure schematic diagram of the utility model specific embodiment one;
Fig. 3 is the structural representation of the utility model instantiation example two;
Fig. 4 is the rainwater storage scheduling pool structure schematic diagram of the utility model instantiation example two;
Reference numeral: 1, concave herbaceous field, 2, stormwater overflow mouth, 3, artificial back fill course, 4, sandstone filtering layer, 5, non-woven geotextile bed course, 6, water collection sheet, 7, rainwater storage scheduling pond, 8, blow-off line, 9, overflow pipe, 10, middle water supply pipeline, 11, suction pump, 12, distribution pipe.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in detail, if these embodiments exist exemplary content, should not be construed to restriction of the present utility model.
Specific embodiment 1:
As shown in Figure 1 and Figure 2, the utility model is dispatched pond 7, suction pump 11, distribution pipe 12, middle water supply pipeline 10, overflow pipe 9 and blow-off line 8 formed by concave herbaceous field 1, stormwater overflow well 2, artificial back fill course 3, sandstone filtering layer 4, rainwater storage.Wherein, concave herbaceous field 1 design elevation is lower than peripheral path 200mm, greenbelt plants next time raising degree 25-30cm there is the artificial back fill course 3 of good permeance property, artificial back fill course lays the sandstone filtering layer 4 of height 20-30cm for 3 times, or adopt slag as this layer of filler to reduce costs, this layer of filler lower berth non-woven geotextile forms non-woven geotextile bed course 5, the rainwater storage scheduling pond 7 of band water collection sheet 6 is had below whole system, the dark 2.0-4.0m in rainwater storage scheduling pond 7, the buried depth considering municipal wastewater pipe carries out regulating and storing and dispatches the dark design in pond.Regulating and storing the area dispatching pond 7 should not be excessive, and the greening water supply volume that can store according to the catchment area of present position, greenery patches and design consider.Scheduling pond 7 side bottom of regulating and storing arranges drainage pipe 8, and side arranges middle water supply pipeline 10 and overflow pipe 9, and drainage pipe 8 is connected storm sewer with overflow pipe 9.If around greenery patches be the pipeline of rainwater, sewage combined system, then drainage pipe 8 and overflow pipe 9 are connected to storm sewer.Drainage pipe 8 mouthfuls has the gate control of electromagnetism circle, uses when there being repeatedly rainfall continuously, realizes retaining scheduling pond emptying.Rainwater storage scheduling is provided with suction pump 11 in pond 7, be connected with distribution pipe 12, or be connected to ground hydrant (such as: fire plug), the rainwater in pond is extracted out through suction pump 11, deliver to distribution pipe 12 and carry out greening sprinkling irrigation, or through ground hydrant for afforesting and the washing away of road.
Structure and the effect of each ingredient above-mentioned are described below:
(1) concave herbaceous field 1, for collecting, store and filtering rain water pollutant; Lower than surrounding ground and road surface, by the greenery patches of the stronger artificial back fill course 3 of permeability as planting soil, a kind ofly build the important low of sponge city and affect development stimulation, in greenery patches plantation possess rainwater absorb and the resistance to of interception function flood plant, meeting under greenery patches ecology, view and other basic prerequisites, improve the capacity gauge of rainwater.Its recessed degree of depth should determine according to the ability of inundation of plant and soil moisture monitoring.Research shows, concave herbaceous field for the purpose of Rainwater Resources, its recessed degree of depth should at 80-160mm, stagnantly to store by rain flood, the recessed degree of depth for the purpose of peak clipping should at 100-300mm, consider that concave herbaceous field of the present utility model has scheduling pond 7 of regulating and storing, suitably the degree of depth can be arranged on about 200mm;
(2) stormwater overflow mouth 2, exceedes for discharging the rainwater that concave herbaceous field stores the ability of oozing, and improves the capacity of flood storage in greenery patches.Meanwhile, below stormwater overflow mouth, placed the suction pump 11 that green area irrigation needs, facilitate system management and the maintenance in later stage;
(3) artificial back fill course 3 and sandstone filtering layer 4 constitute the filtration system of rainwater, artificial back fill course 3 is mainly used in the plantation of greenbelt plants, the backfill that the utility model adopts should have good permeance property, can allow rainwater rapid osmotic, simultaneously, under the acting in conjunction of plant, soil, microorganism, can under the rainwater that oozes play good catharsis.And plant the sandstone filtering layer 4 established in soil layer lower berth, can be made up of sand gravel and rubble, also jointly play a part filtration with artificial back fill course, maintain the water and soil structure of the back fill course 3 on upper strata simultaneously;
(4) harmless geotextiles bed course 5 is arranged between sandstone filtering layer 4 and water collection sheet 6, plays the effect of partition.Non-woven geotextile a kind ofly has the effect of outstanding filtration, isolation, reinforcement protection by the water permeability geosynthetics of synthetic fibers by acupuncture or braiding, and its good penetrability, high temperature resistant, anti-freezing, ageing-resistant, corrosion-resistant.The utility model uses harmless geotextiles bed course 5 as the partition between rainwater storage scheduling pond 7 and concave herbaceous field 1, effectively prevent the blocking such as upper layer of soil, impurity water collection sheet, has also carried out further purification to the rainwater of infiltration simultaneously;
(5) rainwater storage scheduling pond 7 has rainwater to store the measure utilized with the Rainwater Resources of scheduling feature, rainwater storage scheduling pond 7 of the present utility model is different from traditional storage pond, achieve rainwater storage, scheduling, greening water function be coupled, less on volume, construction cost is low, for the construction in sponge city provides important means.Regulate and store to dispatch above pond 7 and be provided with honeycomb water collection sheet 6, for collecting the rainwater of being come in by the infiltration of back fill course 3, sandstone filtering layer 4 and non-woven geotextile 5.Rainwater storage scheduling side, pond 7 is provided with three pipelines, is respectively blow-off line 8, overflow pipe 9 and middle water supply pipeline 10;
(6) effect of blow-off line 8 is when in the face of secondary rainfall in a short time, and effective scheduling pond 7 of must regulating and storing is emptying, to carry out the preparation storing secondary heavy rain, reduce city secondary heavy rain and strengthen the risk that flood endangers;
(9) overflow pipe 9 is the volume considering rainwater storage scheduling pond 7, when storing full, unnecessary rainwater is discharged to the storm sewer in city, contrast flows directly into the rainwater of urban rainwater pipeline, the Rainwater Quality that overflow pipe 9 is discharged is after the acting in conjunction through multilayer diafiltration and plant, microorganism, water quality has had obvious improvement, reduces the sewerage treatment difficulty of city rain Sewage Plant;
(6) in, water supply pipeline 10 is for connecting rainwater storage scheduling pond 7 and municipal middle water reuse pipe network, and Urban Rain situation in all parts of the country differs, and the North City as Tianjin, rainfall major part all comparatively concentrates on summer; Meanwhile, as water deficiency type city, its intermediate water reuse system must have more development.In order to avoid rainwater storage scheduling pond 7 stagnant sky when not having rainfall, available middle water connects the water level supplementing scheduling pond 7 of regulating and storing, and makes it also can effectively be supplemented when not having rainfall;
(7) suction pump 11, distribution pipe 12, renews for rainwater storage scheduling pond 7 and dispatches rainwater; That regulates and stores scheduling pond 7 renews rainwater or supplementary middle water through suction pump 11, distribution pipe 12, for washing away of afforestation of city and road.Suction pump 11 be used in short-term repeatedly heavy rain when to find time to regulate and store scheduling pond, for the preparation of meeting secondary heavy rain is carried out in rainwater storage scheduling pond 7.Meanwhile, suction pump also face hydrant joinably, for green area irrigation with wash away road surface.
Specific embodiment 2:
With reference to Fig. 3 and Fig. 4, the feature of this example considers the large-area land use for greening such as square, the distributed scheduling pond design of regulating and storing be communicated with each other is taked to have higher feasibility, while reducining the construction costs, can more omnibearing control rainwater mighty torrent.
Claims (10)
1. a concave herbaceous field rainwater storage scheduling pond, realize and Storm Sewer Network or the comprehensive retaining of sewage network, draining and water supply, it is characterized in that, comprise concave herbaceous field (1), stormwater overflow well (2) and rainwater storage scheduling pond (7); Wherein: concave herbaceous field (1) is arranged lower than ground; The well head of stormwater overflow well (2) is close to ground, and well body extends in rainwater storage scheduling pond (7) being arranged at concave herbaceous field (1) bottommost; Described rainwater storage scheduling pond (7) top is provided with water collection sheet (6), artificial back fill course (3), sandstone filtering layer (4), non-woven geotextile bed course (5) is sequentially filled with, jointly for dmp filter between described water collection sheet (6) and described concave herbaceous field (1); Describedly regulate and store that scheduling pond (7) side arranges drainage pipe (8), overflow pipe (9) and drainage pipe (8) are positioned at bottom; Overflow pipe (9) collaborates with drainage pipe (8) and is connected Storm Sewer Network, if around greenery patches be the pipeline of rainwater, sewage combined system, then each drainage pipe (8) and overflow pipe (9) are connected to sewage conduct; Be provided with suction pump (11) in described stormwater overflow well (2) below, rainwater storage scheduling pond (7), carry out greening sprinkling irrigation; When rainwater storage scheduling pond (7) stores full, unnecessary rainwater is discharged to the Storm Sewer Network in city.
2. concave herbaceous field rainwater storage scheduling pond as claimed in claim 1, it is characterized in that, also comprise middle water supply pipeline (10), be arranged at described rainwater storage scheduling pond (7) side, connect rainwater storage scheduling pond (7) and municipal middle water reuse pipe network, the stagnant sky when not having rainfall, available middle water connects the water level supplementing scheduling pond (7) of regulating and storing, and makes it also can effectively be supplemented when not having rainfall.
3. concave herbaceous field rainwater storage scheduling pond as claimed in claim 1, is characterized in that, also comprise distribution pipe (12), be arranged on concave herbaceous field (1).
4. concave herbaceous field rainwater storage scheduling pond as claimed in claim 3, it is characterized in that, described suction pump (11) is connected with described distribution pipe (12), rainwater in rainwater storage scheduling pond (7) is extracted out through suction pump (11), deliver to distribution pipe (12), through distribution pipe (12) for concave herbaceous field greening sprinkling irrigation.
5. concave herbaceous field rainwater storage scheduling cell system as claimed in claim 1, it is characterized in that, described suction pump (11) is connected to ground hydrant, through ground hydrant for afforesting washing away of sprinkling irrigation and road.
6. a distributing rainwater storage scheduling cell system, it is characterized in that, this system comprises multiple distributed concave herbaceous field rainwater storage scheduling cell system, each concave herbaceous field rainwater storage scheduling cell system includes concave herbaceous field (1), stormwater overflow well (2) and rainwater storage scheduling pond (7), and each is regulated and stored, scheduling pond communicates with each other; Wherein: concave herbaceous field (1) is arranged lower than ground; The well head of stormwater overflow well (2) is close to ground, and well body extends in rainwater storage scheduling pond (7) being arranged at concave herbaceous field (1) bottommost; Described rainwater storage scheduling pond (7) top is provided with water collection sheet (6), artificial back fill course (3), sandstone filtering layer (4), non-woven geotextile bed course (5) is sequentially filled with, jointly for dmp filter between described water collection sheet (6) and described concave herbaceous field (1); Describedly regulate and store that scheduling pond (7) side arranges drainage pipe (8), overflow pipe (9) and drainage pipe (8) are positioned at bottom; Overflow pipe (9) collaborates with drainage pipe (8) and is connected Storm Sewer Network, if around greenery patches be the pipeline of rainwater, sewage combined system, then each drainage pipe (8) and overflow pipe (9) are connected to sewage conduct; Be provided with suction pump (11) in described stormwater overflow well (2) below, rainwater storage scheduling pond (7), carry out greening sprinkling irrigation; When rainwater storage scheduling pond (7) stores full, unnecessary rainwater is discharged to the Storm Sewer Network in city.
7. distributing rainwater storage scheduling cell system as claimed in claim 6, it is characterized in that, this system also comprises middle water supply pipeline (10), be arranged at described rainwater storage scheduling pond (7) side, connect rainwater storage scheduling pond (7) and municipal middle water reuse pipe network, the stagnant sky when not having rainfall, available middle water connects the water level supplementing scheduling pond (7) of regulating and storing, and makes it also can effectively be supplemented when not having rainfall.
8. distributing rainwater storage scheduling cell system as claimed in claim 6, it is characterized in that, this system also comprises distribution pipe (12), is arranged on concave herbaceous field (1).
9. distributing rainwater storage scheduling cell system as claimed in claim 8, it is characterized in that, described suction pump (11) is connected with described distribution pipe (12), rainwater in rainwater storage scheduling pond (7) is extracted out through suction pump (11), deliver to distribution pipe (12), through distribution pipe (12) for concave herbaceous field greening sprinkling irrigation.
10. distributing rainwater storage scheduling cell system as claimed in claim 6, it is characterized in that, described suction pump (11) is connected to ground hydrant, through ground hydrant for afforesting washing away of sprinkling irrigation and road.
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| CN201520652884.9U CN204959952U (en) | 2015-08-27 | 2015-08-27 | Recessed formula greenery patches rainwater regulation dispatch pond and distributed rainwater regulation dispatch pond system |
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| CN201520652884.9U CN204959952U (en) | 2015-08-27 | 2015-08-27 | Recessed formula greenery patches rainwater regulation dispatch pond and distributed rainwater regulation dispatch pond system |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105089142A (en) * | 2015-08-27 | 2015-11-25 | 天津大学 | Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system |
| CN105735451A (en) * | 2016-03-04 | 2016-07-06 | 浙江德安科技股份有限公司 | Rainwater collection and treatment system |
| CN105908820A (en) * | 2016-03-30 | 2016-08-31 | 孙鼎信 | Underground water storage and purification integrated system for sponge city |
| CN106171616A (en) * | 2016-08-30 | 2016-12-07 | 北京东方园林生态股份有限公司 | A kind of draining kind plant hole structure of cleansing and recycling |
| CN106320303A (en) * | 2016-11-11 | 2017-01-11 | 天津绿茵景观生态建设股份有限公司 | Low-lying green field overflow system based on salt elimination system |
| CN106759771A (en) * | 2017-01-05 | 2017-05-31 | 中国电建集团西北勘测设计研究院有限公司 | It is a kind of to remove the Multifunctional rain management and control facility and application method for becoming silted up |
| WO2017156948A1 (en) * | 2016-03-17 | 2017-09-21 | 中建钢构有限公司 | Sponge city complex |
| CN107794995A (en) * | 2017-11-13 | 2018-03-13 | 中国铁路设计集团有限公司 | The stormwater overflow device of stagnant storage rainwater is arranged in a kind of foot-operated control soon |
| CN109098268A (en) * | 2018-09-07 | 2018-12-28 | 湖南省农业环境生态研究所 | A kind of rainwater infiltration storage system |
| CN109356278A (en) * | 2018-09-28 | 2019-02-19 | 广西城居乐科技有限公司 | A kind of filter device suitable for slow discharge outlet |
| CN111636548A (en) * | 2020-06-03 | 2020-09-08 | 江苏博森建筑设计有限公司 | Sponge urban water storage structure |
| US20210292985A1 (en) * | 2018-12-07 | 2021-09-23 | Republic Of Korea(Ministry Of The Interior And Safety National Disaster Management Research Institut | Physical catchment model for rainfall runoff experiment |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105089142A (en) * | 2015-08-27 | 2015-11-25 | 天津大学 | Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system |
| CN105735451A (en) * | 2016-03-04 | 2016-07-06 | 浙江德安科技股份有限公司 | Rainwater collection and treatment system |
| WO2017156948A1 (en) * | 2016-03-17 | 2017-09-21 | 中建钢构有限公司 | Sponge city complex |
| CN105908820A (en) * | 2016-03-30 | 2016-08-31 | 孙鼎信 | Underground water storage and purification integrated system for sponge city |
| CN106171616A (en) * | 2016-08-30 | 2016-12-07 | 北京东方园林生态股份有限公司 | A kind of draining kind plant hole structure of cleansing and recycling |
| CN106320303A (en) * | 2016-11-11 | 2017-01-11 | 天津绿茵景观生态建设股份有限公司 | Low-lying green field overflow system based on salt elimination system |
| CN106320303B (en) * | 2016-11-11 | 2019-05-17 | 天津绿茵景观生态建设股份有限公司 | Low-lying greenery patches overflow system based on desalting system |
| CN106759771A (en) * | 2017-01-05 | 2017-05-31 | 中国电建集团西北勘测设计研究院有限公司 | It is a kind of to remove the Multifunctional rain management and control facility and application method for becoming silted up |
| CN106759771B (en) * | 2017-01-05 | 2024-03-01 | 中国电建集团西北勘测设计研究院有限公司 | Multifunctional rainwater control facility capable of removing silt and use method |
| CN107794995B (en) * | 2017-11-13 | 2023-04-28 | 中国铁路设计集团有限公司 | Pedal-controlled rainwater overflow device capable of quickly discharging stagnated rainwater |
| CN107794995A (en) * | 2017-11-13 | 2018-03-13 | 中国铁路设计集团有限公司 | The stormwater overflow device of stagnant storage rainwater is arranged in a kind of foot-operated control soon |
| CN109098268A (en) * | 2018-09-07 | 2018-12-28 | 湖南省农业环境生态研究所 | A kind of rainwater infiltration storage system |
| CN109098268B (en) * | 2018-09-07 | 2024-03-29 | 湖南省农业环境生态研究所 | Rainwater infiltration and accumulation system |
| CN109356278A (en) * | 2018-09-28 | 2019-02-19 | 广西城居乐科技有限公司 | A kind of filter device suitable for slow discharge outlet |
| US20210292985A1 (en) * | 2018-12-07 | 2021-09-23 | Republic Of Korea(Ministry Of The Interior And Safety National Disaster Management Research Institut | Physical catchment model for rainfall runoff experiment |
| CN111636548A (en) * | 2020-06-03 | 2020-09-08 | 江苏博森建筑设计有限公司 | Sponge urban water storage structure |
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