CN105089142B - Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system - Google Patents
Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system Download PDFInfo
- Publication number
- CN105089142B CN105089142B CN201510533002.1A CN201510533002A CN105089142B CN 105089142 B CN105089142 B CN 105089142B CN 201510533002 A CN201510533002 A CN 201510533002A CN 105089142 B CN105089142 B CN 105089142B
- Authority
- CN
- China
- Prior art keywords
- rainwater
- rainwater storage
- pond
- herbaceous field
- water
- 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
Landscapes
- Sewage (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
The present invention discloses a low elevation greenbelt rainwater regulation scheduling pool and a distributed rainwater regulation scheduling pool system. The distributed rainwater regulation scheduling pool system comprises a low elevation greenbelt (1), a rainwater overflow well (2) and a rainwater regulation scheduling pool (7), and water storage, drainage and supply which are integrated with a rainwater pipe network or a sewage pipe network are achieved. Compared with the prior art, rainfall runoff and flood detention can be effectively adjusted, runoff pollution can be reduced, and purification, storage and utilization functions of rainwater are fulfilled; and the system is tightly combined with the rainwater and sewage pipe networks of a city, the problems of urban inland inundation caused by rainstorm, the runoff pollution caused by rain wash, and rainwater resource utilization are solved, water storage is scheduled according to drainage ability of drainage pipelines, an important means is provided for sponge urban construction, and the system has outstanding social, environmental and economic benefits.
Description
Technical field
The present invention relates to Rainwater Resources are utilized and water supply and drainage technical field, more particularly to a kind of concave herbaceous field rain
Water is regulated and stored and dispatches the method for designing in pond.
Background technology
With dramatically speeding up for Urbanization in China, the continuous expansion of city size, a large amount of cultures make city
Hardened ground increases, and the increase of the underlying surface Permeable stratum area of hardened ground causes the increase of rainfall runoff coefficient, conflux networks to add
Hurry up, the general stream of street flood and groundwater storage are reduced during so as to causing urban storm weather, thereby produce serious municipal water
Soil is lost in and problem of drainning off floodwaters.Meanwhile, rain drop erosion ground and the runoff pollution that produces, the also sewage disposal to city increases place
Reason difficulty, if the early-stage rainwater washed away behind ground is directly discharged into natural water, can severe contamination water resource environment.
Rainwater is a kind of valuable water resource, and in addition to early-stage rainwater, its contaminated lesser extent can be used as city Jing after processing
The greening in city, wash away road etc. and use mixedly water source.The ripe rainwater utilization technology that at present city is possessed has three kinds, is respectively room
The rainwater in top rainwater-collecting, urban pavement rainwater utilization, urban green space, flower bed and gardens is continued with.
Concave herbaceous field is a kind of public lawn of elevation less than surrounding road surface, also referred to as Low elevation greenbelt.Its theory is to utilize
Rainwater is accepted and stored to recessed open space, reaches and reduces the effect arranged outside runoff.In general, Low elevation greenbelt is to recessed depth
Degree there are certain requirements.And how unmodified its soil property is, when large-area applications, it is vulnerable to the impact of the conditions such as landform, makes
It is relatively low into actual volume of regulating and storing.
Storm detention tank refers to the collection storage utilization facility with rainwater storage function, while also have cutting down peak flow
Effect.In urban renewal, the application of storm detention tank is more and more.But the storm detention tank of large volume builds floor space
Greatly, it is costly.City practice have shown that, for the target of comprehensive control rainwater mighty torrent, small size, distributed regulate and store more
Pool mode fruit more more effective than large volume, centralized dull reservoir pattern.
The content of the invention
Based on the problem that above-mentioned prior art is present, the present invention proposes a kind of concave herbaceous field rainwater storage scheduling pond,
Design and concave herbaceous field, rainwater storage and rainwater are dispatched into integrated system, more effectively realize adjusting rainfall runoff
And flood detention, runoff pollution is cut down, realize rain water purification, store and utilize function；Meanwhile, the rain sewage pipe in the system and city
Net is tight must to be combined, and solve due to heavy rain caused urban waterlogging, rain drop erosion and the runoff pollution that produces and rainwater
The problems such as recycling, retaining is dispatched according to drainage pipeline drainability, for sponge urban construction important means is provided, had
There are prominent society, environment, economic benefit.
The purpose of the present invention is reached by adopting the following technical scheme that：
A kind of concave herbaceous field rainwater storage scheduling cell system, the realization retaining comprehensive with Storm Sewer Network or sewage network,
Draining and water supply, the system includes concave herbaceous field 1, stormwater overflow well 2 and rainwater storage scheduling pond 7；Wherein：Concave herbaceous field
1 is arranged less than ground；The close ground of well head of stormwater overflow well 2, well body extends to the rain for being arranged at the bottommost of concave herbaceous field 1
Water is regulated and stored in scheduling pond 7；The top of rainwater storage scheduling pond 7 is provided with water collection sheet 6, the concave herbaceous field 1 and the collection
Artificial back fill course 3, sandstone filtering layer 4, non-woven geotextile bed course 5 are sequentially filled between water plate 6, rainwater mistake is provided commonly for
Filter；The rainwater storage scheduling side of pond 7 arranges drainage pipeline 8, overflow pipe 9 and drainage pipeline 8 and is located at bottom；Overflow pipe
9 collaborate and are connected Storm Sewer Network with drainage pipeline 8, if around greenery patches being rainwater, the pipeline of sewage combined system, each drainpipe
Road 8 and overflow pipe 9 are connected to sewage conduct；The lower section of the stormwater overflow well 2, rainwater storage scheduling are provided with suction pump in pond 7
11, carry out greening sprinkling irrigation；In the case where rainwater storage scheduling pond 7 stores completely, unnecessary rainwater is discharged to by overflow pipe 9
The Storm Sewer Network in city.
The invention allows for a kind of distributing rainwater storage dispatches cell system, the system includes multiple distributed recessed
Formula greenery patches rainwater storage scheduling pond, each concave herbaceous field rainwater storage scheduling cell system overflows including concave herbaceous field 1, rainwater
Stream well 2 and rainwater storage dispatch pond 7, and each rainwater storage scheduling pond communicates with each other；Wherein：Concave herbaceous field 1 is less than ground
Arrange；The close ground of well head of stormwater overflow well 2, well body extends to the rainwater storage tune for being arranged at the bottommost of concave herbaceous field 1
In degree pond 7；The top of rainwater storage scheduling pond 7 is provided with water collection sheet 6, between the concave herbaceous field 1 and the water collection sheet 6
Artificial back fill course 3, sandstone filtering layer 4, non-woven geotextile bed course 5 are sequentially filled with, dmp filter is provided commonly for；The rainwater
The scheduling side of pond 7 setting drainage pipeline 8, overflow pipe 9 and drainage pipeline 8 regulate and store positioned at bottom；Overflow pipe 9 and drainage pipeline
8 collaborate and connect Storm Sewer Network, if around greenery patches being rainwater, the pipeline of sewage combined system, each drainage pipeline 8 and overflow pipe
Road 9 is connected to sewage conduct；The lower section of the stormwater overflow well 2, rainwater storage scheduling are provided with suction pump 11 in pond 7, are afforested
Sprinkling irrigation；In the case where rainwater storage scheduling pond 7 stores completely, unnecessary rainwater is discharged to by overflow pipe 9 for the rainwater in city
Pipe network.
Compared with existing system, the invention can more efficiently alleviate urban waterlogging, reduction urban runoff pollution and bear
Lotus and saving water resource.First the system eliminates rainwater runoff pollution using recessed greenery patches, and into rainwater storage the rain in pond is dispatched
Water can be used for greenery patches landscape ecology water with Jing water pumps；Simultaneously, it is contemplated that occur the possibility of secondary rainfall in the short time, this
Discharge outlet is provided with bright designed rainwater storage scheduling pond to connect with drainage pipeline networks, there is rich drainability in drainage pipeline networks
When, storage pond is emptied using suction pump, water body scheduling feature is realized to renew secondary storm runoff, it is very big to improve city opposing
The ability of the multiple heavy rain of short-term；Finally, the present invention starts the new middle grid for being connected to city, solves city without rainfall
In the case of, the problem that cannot be effectively supplemented with water in rainwater storage scheduling pond.
Compared with prior art, enforcement of the invention has following technique effect：
1st, the present invention integrates rainwater-collecting, purification, storage, scheduling, greening water function, more meets rainfall runoff receipts
Collection, the sustainable development idea for reducing runoff pollution, improving Water Resources；
2nd, rainwater storage of the invention scheduling pond body product is little, expense is low, addressing is easy with management, is suitable to sponge city and builds
If；
3rd, the blow-off line of present invention design ensures in the case of multiple heavy rain there is rich draining energy in drainage pipeline
Empty during power, realize discharge of avoiding the peak hour, reduce urban waterlogging, improve the ability that heavy rain is met again in city；
4th, recessed Green Space Design improves rainwater-collecting ability, rainfall runoff after the purification of soil and sand filter blanket, greatly
The pollution of early-stage rainwater is reduced greatly；
5th, the present invention is connected in a creative way the Treated sewage reusing pipe network in city, in the case of solving city without rainfall, can
Make rainwater storage dispatch pond by intermediate water pipeline effectively to be supplemented, for greening irrigation；
6th, system of the invention is provided with suction pump, and distributed rainwater storage scheduling pond is just as positioned at each angle of city
The municipal water supply for falling, if tie surface hydrant, the rainwater for storing or middle water can be used in the road in city and wash away and disappear
It is anti-with resource of water supplys such as water.
Description of the drawings
Fig. 1 is the structural representation of the specific embodiment of the invention one；
Fig. 2 dispatches pool structure schematic diagram for the rainwater storage of the specific embodiment of the invention one；
Fig. 3 is the structural representation of instantiation example two of the present invention；
Fig. 4 is the rainwater storage scheduling pool structure schematic diagram of instantiation example two of the present invention；
Reference：1st, concave herbaceous field, 2, stormwater overflow mouth, 3, artificial back fill course, 4, sandstone filtering layer, 5, nonwoven soil
Work cloth bed course, 6, water collection sheet, 7, rainwater storage scheduling pond, 8, blow-off line, 9, overflow pipe, 10, middle water supply tube road, 11,
Suction pump, 12, sparge pipe.
Specific embodiment
The specific embodiment of the present invention is described in detail below in conjunction with accompanying drawing, if these embodiments are present showing
The content of example property, should not be construed to limitation of the present invention.
Specific embodiment 1：
As shown in figure one, figure two, the present invention is by concave herbaceous field 1, stormwater overflow well 2, the filter of artificial back fill course 3, sandstone
8 groups of layer 4, rainwater storage scheduling pond 7, suction pump 11, sparge pipe 12, middle water supply tube road 10, overflow pipe 9 and blow-off line
Into.Wherein, concave herbaceous field 1 designed elevation is less than peripheral path 200mm, and next time raising degree 25-30cm has greenbelt plants
The artificial back fill course 3 of good permeance property, lays the sandstone filtering layer 4 of height 20-30cm under artificial back fill course 3, or adopts
As this layer of filler with reduces cost, this layer of filler lower berth non-woven geotextile forms non-woven geotextile bed course 5, whole system to slag
Lower section has the scheduling of the rainwater storage with water collection sheet 6 pond 7, and the rainwater storage scheduling depth 2.0-4.0m of pond 7 considers municipal wastewater
The buried depth of pipe carries out the deep design in rainwater storage scheduling pond.The area in rainwater storage scheduling pond 7 is unsuitable excessive, can be according to greenery patches institute
The catchment area of place position and the greening water consumption of design storage consider.The rainwater storage scheduling side bottom of pond 7 arranges row
Waterpipe 8, water supply tube road 10 and overflow pipe 9 in the setting of side, drainage pipeline 8 and the connection storm sewer of overflow pipe 9.If
It is rainwater, the pipeline of sewage combined system around greenery patches, then drainage pipeline 8 and overflow pipe 9 are connected to storm sewer.Drainage pipeline
8 mouthfuls have electromagnetism circle gate control, use when there is repeatedly continuous rainfall, realize retaining scheduling pond emptying.In rainwater storage scheduling pond 7
Suction pump 11 is provided with, is connected with sparge pipe 12, or be connected to ground hydrant (for example：Fire hydrant), the rainwater Jing in pond draws water
Pump 11 is extracted out, and delivering to sparge pipe 12 carries out greening sprinkling irrigation, or Jing ground hydrant is used for washing away for greening and road.
Above-mentioned each part is structurally and functionally described as follows：
(1) concave herbaceous field 1, for collecting, storing and filtering rain water pollutant；Be less than surrounding ground and road surface,
By the stronger artificial back fill course 3 of permeability as planting soil greenery patches, be that a kind of important low impact in construction sponge city is opened
The measure of sending out, plantation possesses rainwater absorption and the resistance to of interception function floods plant in greenery patches, is meeting ecological greenery patches, landscape and other bases
On the premise of this, the capacity gauge of rainwater is improve.Its recessed depth should be according to the ability of inundation of plant and soil permeability
Can determine.Research shows, the concave herbaceous field for the purpose of Rainwater Resources, its recessed depth preferably in 80-160mm, with rain flood
Recessed depth for the purpose of stagnant storage, peak clipping is preferably in 100-300mm, it is contemplated that the concave herbaceous field of the present invention has rainwater storage
Scheduling pond 7, suitably can be arranged on 200mm or so by depth；
(2) stormwater overflow mouth 2, for discharging the rainwater that ability of oozing is stored more than concave herbaceous field, improves the flood storage energy in greenery patches
Power.Meanwhile, stormwater overflow mouth lower section placed the suction pump 11 of green area irrigation needs, facilitate system administration and the maintenance in later stage；
(3) artificial back fill course 3 and sandstone filtering layer 4 constitute the filtration system of rainwater, and artificial back fill course 3 is mainly used in
The plantation of greenbelt plants, the backfill that the present invention is adopted should have good permeance property, can allow rainwater rapid osmotic, together
When, under plant, soil, the collective effect of microorganism, the rainwater that can be oozed under plays good catharsis.And planting soil
The sandstone filtering layer 4 of the lower laying of layer, can be made up of sand gravel and rubble, also play a part of filtration jointly with artificial back fill course,
Maintain the water and soil structure of the back fill course 3 on upper strata；
(4) harmless geotextiles bed course 5 is arranged between sandstone filtering layer 4 and water collection sheet 6, plays a part of cut-off.Nonwoven soil
Work cloth be it is a kind of by synthetic fibers by acupuncture or braiding water penetration geosynthetics, with outstanding filtration, every
It is from the effect of, reinforcement protection and its good penetrability, high temperature resistant, anti-freezing, ageing-resistant, corrosion-resistant.The present invention uses harmless soil
Work cloth bed course 5 dispatches the cut-off between pond 7 and concave herbaceous field 1 as rainwater storage, effectively prevent upper layer of soil, impurity etc.
Blocking water collection sheet, while also the rainwater to permeating has carried out further purification；
(5) rainwater storage scheduling pond 7 is that the measure utilized with the Rainwater Resources of scheduling feature is stored with rainwater, this
Bright rainwater storage scheduling pond 7 is different from traditional storage pond, realizes rainwater storage, scheduling, greening water Function Coupling, body
Less in product, construction cost is low, and the construction for sponge city provides important means.The top of rainwater storage scheduling pond 7 is provided with
Honeycomb water collection sheet 6, for collecting the rainwater penetrated by back fill course 3, sandstone filtering layer 4 and non-woven geotextile 5.Rainwater is adjusted
Store the scheduling side of pond 7 and be provided with three pipelines, respectively blow-off line 8, overflow pipe 9 and middle water supply tube road 10；
(6) effect of blow-off line 8 be when in the face of secondary rainfall in a short time, it is effective rainwater storage to be dispatched pond 7
Emptying, to carry out the preparation for storing secondary heavy rain, reduces the risk that the secondary heavy rain in city increases flood harm；
(9) overflow pipe 9 then allows for the volume that rainwater storage dispatches pond 7, in the case where storing completely, by unnecessary rain
Water is discharged to the storm sewer in city, and contrast is flowed directly into for the rainwater of urban rainwater pipeline, the rainwater that overflow pipe 9 is discharged
After multilayer diafiltration and plant, the collective effect of microorganism, water quality has obvious improvement to water quality, reduces city rain dirty
The sewage disposal difficulty of water factory；
(6) water supply tube road 10 is that, for connecting rainwater storage scheduling pond 7 and municipal middle water reuse pipe network, the whole nation is each in
Ground Urban Rain situation differs, and the North City as Tianjin, rainfall is most of all more to concentrate on summer；Meanwhile, make
For water deficiency type city, its intermediate water reuse system necessarily has more development.In order to avoid rainwater storage scheduling pond 7 is without drop
Stagnant sky in the case of rain, water connection in can using supplements the water level that rainwater storage dispatches pond 7 so as in the case of without rainfall
Can effectively be supplemented；
(7) suction pump 11, sparge pipe 12, for rainwater storage scheduling pond 7 rainwater is renewed and dispatches；Rainwater storage dispatches pond
The 7 middle water for renewing rainwater or supplement through suction pump 11, sparge pipe 12, for washing away for urban afforestation and road.Suction pump
11 can be used to evacuate rainwater storage scheduling pond in the case of the multiple heavy rain of short-term, be that rainwater storage scheduling pond 7 is carried out and meets two
The preparation of secondary heavy rain.Meanwhile, suction pump also joinably face hydrant for green area irrigation and washes away road surface.
Specific embodiment 2：
The characteristics of reference picture three and figure four, this example, allows for the large-area land use for greening such as square, takes and connects each other
Logical distributed rainwater storage scheduling pond design has higher feasibility, while reducining the construction costs, can be more
Omnibearing control rainwater mighty torrent.
Claims (10)
1. a kind of concave herbaceous field rainwater storage dispatches pond, realize the retaining comprehensive with Storm Sewer Network or sewage network, draining and
Supply water, it is characterised in that dispatch pond (7) including concave herbaceous field (1), stormwater overflow well (2) and rainwater storage；Wherein：It is recessed
Formula greenery patches (1) is arranged less than ground；The close ground of well head of stormwater overflow well (2), well body is extended to and is arranged at concave herbaceous field
(1) in rainwater storage scheduling pond (7) of bottommost；Rainwater storage scheduling pond (7) top is provided with water collection sheet (6), described
Artificial back fill course (3), sandstone filtering layer (4), nonwoven are sequentially filled between concave herbaceous field (1) and the water collection sheet (6)
Geotextiles bed course (5), is provided commonly for dmp filter；Rainwater storage scheduling pond (7) side arranges drainage pipeline (8), overflow
Pipeline (9) and drainage pipeline (8) is positioned at bottom；Overflow pipe (9) collaborates and is connected Storm Sewer Network with drainage pipeline (8), if green
It is that rainwater, the pipeline of sewage combined system, then drainage pipeline (8) and overflow pipe (9) are connected to sewage conduct around ground；The rain
Suction pump (11) is provided with water overflow well (2) lower section, rainwater storage scheduling pond (7), greening sprinkling irrigation is carried out；In rainwater storage scheduling
In the case that pond (7) stores completely, unnecessary rainwater is discharged to by overflow pipe (9) for the Storm Sewer Network in city.
2. concave herbaceous field rainwater storage as claimed in claim 1 dispatches pond, it is characterised in that also including middle water supply tube road
(10) rainwater storage scheduling pond (7) side, connection rainwater storage scheduling pond (7) and municipal middle water reuse pipe network, are arranged at,
The stagnant sky in the case of without rainfall, water connection in can using supplements the water level of rainwater storage scheduling pond (7) so as to without rainfall
In the case of also can effectively be supplemented.
3. concave herbaceous field rainwater storage as claimed in claim 1 dispatches pond, it is characterised in that also including sparge pipe (12),
It is arranged on concave herbaceous field (1).
4. concave herbaceous field rainwater storage as claimed in claim 3 dispatches pond, it is characterised in that the suction pump (11) and institute
State sparge pipe (12) to be connected, rainwater Jing suction pumps (11) in rainwater storage scheduling pond (7) is extracted out, delivers to sparge pipe (12), Jing
Sparge pipe (12) is sprayed for concave herbaceous field greening.
5. concave herbaceous field rainwater storage as claimed in claim 1 dispatches pond, it is characterised in that suction pump (11) connection
To ground hydrant, Jing ground hydrant is used for greening sprinkling irrigation and road washes away.
6. a kind of distributing rainwater storage dispatches cell system, it is characterised in that the system includes that multiple distributed up concave types are green
Ground rainwater storage scheduling cell system, each concave herbaceous field rainwater storage scheduling cell system includes concave herbaceous field (1), rainwater
Overflow well (2) and rainwater storage dispatch pond (7), and each rainwater storage scheduling pond communicates with each other；Wherein：Concave herbaceous field (1)
Arrange less than ground；The close ground of well head of stormwater overflow well (2), well body is extended to and is arranged at concave herbaceous field (1) bottommost
Rainwater storage scheduling pond (7) in；Rainwater storage scheduling pond (7) top is provided with water collection sheet (6), the concave herbaceous field
(1) artificial back fill course (3), sandstone filtering layer (4), non-woven geotextile bed course are sequentially filled between the water collection sheet (6)
(5), it is provided commonly for dmp filter；Rainwater storage scheduling pond (7) side arranges drainage pipeline (8), overflow pipe (9) and arranges
Waterpipe (8) is positioned at bottom；Overflow pipe (9) collaborates and is connected Storm Sewer Network with drainage pipeline (8), if around greenery patches being rain
The pipeline of water, sewage combined system, then each drainage pipeline (8) and overflow pipe (9) are connected to into sewage conduct；The rainwater overflows
Suction pump (11) is provided with stream well (2) lower section, rainwater storage scheduling pond (7), greening sprinkling irrigation is carried out；Pond is dispatched in rainwater storage
(7) in the case of storing completely, unnecessary rainwater is discharged to by overflow pipe (9) for the Storm Sewer Network in city.
7. distributing rainwater storage as claimed in claim 6 dispatches cell system, it is characterised in that the system is also mended including middle water
Pipeline (10) is given, rainwater storage scheduling pond (7) side is arranged at, connection rainwater storage scheduling pond (7) and municipal middle water are returned
With pipe network, the stagnant sky in the case of without rainfall, the water level of supplementary rainwater storage scheduling pond (7) of water connection in can using so as to
Also can effectively be supplemented in the case of without rainfall.
8. distributing rainwater storage as claimed in claim 6 dispatches cell system, it is characterised in that the system also includes sparge pipe
(12), it is arranged on concave herbaceous field (1).
9. distributing rainwater storage as claimed in claim 8 dispatches cell system, it is characterised in that the suction pump (11) and institute
State sparge pipe (12) to be connected, rainwater Jing suction pumps (11) in rainwater storage scheduling pond (7) is extracted out, delivers to sparge pipe (12), Jing
Sparge pipe (12) is sprayed for concave herbaceous field greening.
10. distributing rainwater storage as claimed in claim 6 dispatches cell system, it is characterised in that the suction pump (11) is even
It is connected to ground hydrant, Jing ground hydrant is used for washing away for greening sprinkling irrigation and road.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510533002.1A CN105089142B (en) | 2015-08-27 | 2015-08-27 | Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510533002.1A CN105089142B (en) | 2015-08-27 | 2015-08-27 | Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105089142A CN105089142A (en) | 2015-11-25 |
| CN105089142B true CN105089142B (en) | 2017-05-10 |
Family
ID=54570398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510533002.1A Expired - Fee Related CN105089142B (en) | 2015-08-27 | 2015-08-27 | Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105089142B (en) |
Families Citing this family (39)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544343B (en) * | 2015-12-05 | 2018-02-23 | 华中科技大学 | It is a kind of that system and installation method are saved based on the low source rainwater purification for influenceing exploitation |
| CN105464169B (en) * | 2015-12-30 | 2017-06-30 | 中国地质科学院水文地质环境地质研究所 | Pieced miniature moisture retention is regulated and stored module |
| CN106993473A (en) * | 2016-01-26 | 2017-08-01 | 苏州仁和园林股份有限公司 | A kind of ornamental trees and shrubs solar energy self-draining arrangement |
| CN105804222A (en) * | 2016-02-26 | 2016-07-27 | 上海市城市建设设计研究总院 | Storage pond under landscape water body |
| CN105821949A (en) * | 2016-03-17 | 2016-08-03 | 中建钢构有限公司 | Sponge city complex |
| CN105868462B (en) * | 2016-03-28 | 2018-11-09 | 清华大学 | A kind of sponge city source controls the optimization method of facilities design |
| CN106065656B (en) * | 2016-06-24 | 2018-09-21 | 西安建筑科技大学 | Guard system and construction method are oozed under the regularization of Collapsible Loess District rainwater |
| CN105986599A (en) * | 2016-07-01 | 2016-10-05 | 天津大学 | Diversion and filtration device for initial rainwater |
| CN108343007A (en) * | 2016-08-04 | 2018-07-31 | 苏州汇诚智造工业设计有限公司 | A kind of construction method of sunk type greenbelt isolated column |
| CN106245733A (en) * | 2016-08-09 | 2016-12-21 | 中国冶集团有限公司 | The method of sponge urban road system and rainwater-collecting and utilization |
| CN106284493B (en) * | 2016-08-10 | 2018-08-17 | 花王生态工程股份有限公司 | Wet type grass planting trench system water storage mechanism |
| CN106245486B (en) * | 2016-08-10 | 2018-08-17 | 花王生态工程股份有限公司 | The wet type grass planting trench system of irrigation canals and ditches type |
| CN106351308A (en) * | 2016-08-30 | 2017-01-25 | 武汉沃田生态科技有限公司 | Urban trunk road rainwater collection utilization system |
| CN106400926B (en) * | 2016-09-14 | 2019-10-25 | 北京泰宁科创雨水利用技术股份有限公司 | Infiltration drainage ditch system and its construction method for large area sunk type greenery patches |
| CN106223553A (en) * | 2016-09-18 | 2016-12-14 | 中国电建集团成都勘测设计研究院有限公司 | Roof drainage and Green Roof |
| CN106284617B (en) * | 2016-09-30 | 2018-12-21 | 泉州市龙行贸易有限公司 | A kind of lake Zhong Hu |
| CN106638885A (en) * | 2016-12-01 | 2017-05-10 | 北京星河园林景观工程有限公司 | Greening rainwater inlet module with effects of retention and permeation |
| CN107023066A (en) * | 2016-12-27 | 2017-08-08 | 天津百绿园林景观设计有限公司 | Ecoscape retaining greenery patches structure |
| CN106703158A (en) * | 2017-02-22 | 2017-05-24 | 武汉艺源环境艺术工程有限公司 | Sponge city drainage structure and sponge city water circulation system |
| CN106971352B (en) * | 2017-03-28 | 2020-12-18 | 衡水益通管业股份有限公司 | System and method for constructing sponge city based on Internet and microcirculation system |
| CN106988185B (en) * | 2017-04-12 | 2019-07-30 | 浙江荣林环境股份有限公司 | A kind of sponge city with antimicrobial system |
| CN107514045A (en) * | 2017-08-22 | 2017-12-26 | 武汉市园林建筑工程公司 | Concave herbaceous field |
| CN109594636A (en) * | 2017-10-01 | 2019-04-09 | 成都大学 | A kind of recessed greenery patches of progressive rotary island |
| CN107859140B (en) * | 2017-12-01 | 2024-04-19 | 苏州园林设计院股份有限公司 | Automatic regulation landscape pool with sponge function and operation method |
| CN107761907A (en) * | 2017-12-13 | 2018-03-06 | 湖南大辰环保科技有限公司 | A kind of sponge urban cells rainwater-collecting purifies ecological utilization method and the system of regulating and storing |
| CN108360644A (en) * | 2018-01-22 | 2018-08-03 | 西安建筑科技大学 | A kind of biology for solving collapsibility of loess is detained facility and base material improvement method |
| CN108894298B (en) * | 2018-06-20 | 2020-05-15 | 山东女子学院 | Comprehensive sponge city ecological planning management device |
| CN108915063B (en) * | 2018-07-25 | 2020-03-13 | 广州市科城规划勘测技术有限公司 | Shallow grass planting ditch with sewage intercepting and purifying functions for sponge city |
| CN109463264A (en) * | 2018-12-25 | 2019-03-15 | 安徽泽生态建设有限公司 | A kind of Intelligent watering control device of light-duty flower bed |
| CN109778673A (en) * | 2019-01-23 | 2019-05-21 | 平顶山市公路交通勘察设计院 | Greenbelt construction technology and the bridge built using the technique on a kind of bridge |
| CN110005045A (en) * | 2019-05-09 | 2019-07-12 | 中铁四川生态城投资有限公司 | A kind of isolation of rainwater is regulated and stored system |
| CN109970292A (en) * | 2019-05-09 | 2019-07-05 | 中铁四川生态城投资有限公司 | A kind of rainwater storage purification system |
| CN110510804A (en) * | 2019-07-24 | 2019-11-29 | 杭州银江环保科技有限公司 | Decentralized type sewage processing system and its sewage water treatment method |
| CN110754335A (en) * | 2019-11-12 | 2020-02-07 | 华北水利水电大学 | Ecological landscape water storage green land structure |
| CN110886379B (en) * | 2019-12-18 | 2024-08-09 | 同济大学建筑设计研究院(集团)有限公司 | Well lid and overflow well |
| CN111636549B (en) * | 2020-06-11 | 2021-05-18 | 广东道衡建设工程有限公司 | Retaining structure suitable for afforestation resource deposit |
| CN114027059A (en) * | 2021-11-16 | 2022-02-11 | 绿建生态环境集团有限公司 | Intelligence landscape equipment |
| CN115450302A (en) * | 2022-09-26 | 2022-12-09 | 机械工业勘察设计研究院有限公司 | Device and method for collecting and treating rainwater on two sides of road |
| PL443863A1 (en) * | 2023-02-22 | 2024-08-26 | Marzena Teresa Suchocka | Retention and biofiltration complex for the landscape space of the urban fabric |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101332600B1 (en) * | 2011-04-27 | 2013-11-25 | 한국건설기술연구원 | Multi tubular type-rainwater storage and infiltration system considering water quality of rainwater runoff on artificial ground and rainwater management method |
| US9512606B2 (en) * | 2011-08-21 | 2016-12-06 | Oldcastle Precast, Inc. | Bioretention swale overflow filter |
| CN103015487A (en) * | 2013-01-10 | 2013-04-03 | 中国地质大学（武汉） | System using green land rainwater for compensating urban groundwater |
| CN203782786U (en) * | 2014-01-23 | 2014-08-20 | 安徽绿建科技有限公司 | Rainwater collection and utilization system for ecological green land |
| CN104032793B (en) * | 2014-07-04 | 2016-04-13 | 林同棪国际工程咨询（中国）有限公司 | The anti-rain-impact system of garden type for residential quarter road |
| CN204959952U (en) * | 2015-08-27 | 2016-01-13 | 天津大学 | Recessed formula greenery patches rainwater regulation dispatch pond and distributed rainwater regulation dispatch pond system |
-
2015
- 2015-08-27 CN CN201510533002.1A patent/CN105089142B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN105089142A (en) | 2015-11-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105089142B (en) | Low elevation greenbelt rainwater regulation scheduling pool and distributed rainwater regulation scheduling pool system | |
| CN204959952U (en) | Recessed formula greenery patches rainwater regulation dispatch pond and distributed rainwater regulation dispatch pond system | |
| CN208235696U (en) | Rainwater garden system based on sponge ecosystem water purification | |
| CN105544343B (en) | It is a kind of that system and installation method are saved based on the low source rainwater purification for influenceing exploitation | |
| CN110249844A (en) | A kind of shade tree tree pond with drainage device | |
| CN106193247A (en) | Integral rain system and construction method thereof for sponge city | |
| CN106638918A (en) | Construction method for sponge city rainwater collection system | |
| CN207567889U (en) | Residential quarters Rainwater collection system | |
| CN103088897A (en) | Green community impact resistance rainwater ecological utilization system | |
| CN203080678U (en) | Environment-friendly community shock-resistant rainwater ecological utilizing system | |
| CN105862548B (en) | The system for preventing surface gathered water and city rain-flood resources from reclaiming and recycling | |
| CN207348137U (en) | A kind of rainwater purification structure for sponge urban construction | |
| CN209974473U (en) | Rainwater collection system | |
| CN111058343A (en) | Sponge city ecological pavement system permeates water | |
| CN106638219A (en) | Ramped urban road of sponge city | |
| CN207032427U (en) | A kind of Rainwater collection system suitable for old cell | |
| CN206052850U (en) | A kind of roadside greening rainwater regulating pondage system | |
| CN207553247U (en) | Recessed greenery patches rainwater utilization and collection system | |
| CN109763538A (en) | Rainwater penetration system | |
| CN206616662U (en) | A kind of residential quarter sponge urban facilities system | |
| CN106088684A (en) | The sunk type square of a kind of rainwater-collecting recycling and construction method thereof | |
| CN109183532A (en) | A kind of north city rainwater purification depending on road is regulated and stored ecological utilization system | |
| CN205259318U (en) | Source rainwater purifies and saves system based on low influence development | |
| CN206245443U (en) | A kind of novel grass-planting trench system | |
| CN104652595B (en) | Half support water storage type greenery patches structure of a kind of urban flood defence and utilization of flood resources |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170510 Termination date: 20210827 |