CN207646833U - Integrate the concave herbaceous field structure for accelerating diafiltration and water storage - Google Patents
Integrate the concave herbaceous field structure for accelerating diafiltration and water storage Download PDFInfo
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- CN207646833U CN207646833U CN201721729933.XU CN201721729933U CN207646833U CN 207646833 U CN207646833 U CN 207646833U CN 201721729933 U CN201721729933 U CN 201721729933U CN 207646833 U CN207646833 U CN 207646833U
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Abstract
The utility model is related to a kind of concave herbaceous field structures integrating quickening diafiltration and water storage, belong to sponge city technical field, including：Water is drained to the receipts water pipe of concave herbaceous field upper surface；The surface water is quickly introduced to more diversion pipes of underground deep layer；The concave herbaceous field includes successively from top to bottom：Afforest divot, artificial back fill course, non-woven geotextile bed course, sandy gravel stratum and native soil；The sandy gravel stratum is provided with more to accelerate the surface water to infiltrate into the osmosis type collector pipe of underground deep layer；The side wall of every osmosis type collector pipe offers multiple permeability holes；The upper port of every diversion pipe is not less than greening divot upper surface；The lower port of every diversion pipe is at least connected to an osmosis type collector pipe.By using above-mentioned technical proposal, this integrates the concave herbaceous field structure for accelerating diafiltration and water storage when rainwater is more, can ground excessive moisture be quickly introduced underground deep layer and permeated, and then accelerates rainwater rapid osmotic.
Description
Technical field
The utility model belongs to sponge city technical field, integrating quickening diafiltration and water storage more particularly to a kind of
Concave herbaceous field structure.
Background technology
In recent years, with the fast development of human industry, Urban Environmental Problem is increasingly serious, it is well known that urban green space
Refer to transplant trees flowers and plants and arrangement auxiliary facility, substantially covered by green plants, and be assigned to certain function and
The place of purposes.Urban afforestation can improve Urban Natural ecological quality, be conducive to environmental protection；City Life Quality is improved,
Debugging enironment psychology；Increase the aesthetic effect of City landscape；Increase urban economy benefit；Be conducive to city guard against disaster；Purify air
Pollution.In the greenery patches of numerous forms, concave herbaceous field is one of them important component part, and concave herbaceous field is a kind of
Elevation is less than the public lawn on surrounding road surface, also referred to as Low elevation greenbelt.With " flower bed " on the contrary, its theory is accepted using open space
With storage rainwater, has the function that reduce outside runoff and arrange, in general Low elevation greenbelt there are certain requirements recessed depth, Er Qieqi
How unmodified soil property is.It, which is mainly " face ", compared with " threadiness " of Glassed swale can accept more rainwater, and in it
Portion plant is mostly based on the draft of native country.
Currently, water storage is one of the main function of traditional concave herbaceous field；The water storage function of traditional concave herbaceous field is main
It is determined by two aspects：One, the size of lower concave space, two, the water-holding capacity in greenery patches itself；Obviously, preceding once lower concave space determines
What the reservoir storage of person was to determine；And the water-holding capacity of the latter is then mainly determined by the infiltration rate made skin graft, the infiltration rate of skin-grafting
Bigger, then within the unit interval, more rainwater can be imported underground and stored by greenery patches；Due to existing concave herbaceous field
The rate that seeps water is relatively low, therefore when heavy rain arrives, rainwater can not quickly be infiltrated underground deep layer, and then leads to a large amount of rainwater
It is wasted into city planting ductwork.Therefore, it designs and develops one kind and improving rainwater utilization by accelerating greenery patches infiltration rate
Technology seem it is particularly important.
Utility model content
The utility model aims to solve the problem that the technical issues of prior art, provide it is a kind of integrate accelerate diafiltration and water storage
Concave herbaceous field structure, this integrate accelerate diafiltration and water storage concave herbaceous field structure by accelerate greenery patches seep water rate into
And improve rainwater utilization.
The utility model is adopted the technical scheme that solve technical problem present in known technology：
It is a kind of to integrate the concave herbaceous field structure for accelerating diafiltration and water storage, it includes at least：
Water is drained to the receipts water pipe (2) of concave herbaceous field (1) upper surface；
The water that greenery patches surface is accumulated is quickly introduced to more diversion pipes (3) of underground deep layer；
The concave herbaceous field (1) includes successively from top to bottom：Afforest divot, artificial back fill course (4), nonwoven geotechnique
Cloth bed course (5), sandy gravel stratum (6) and native soil (8)；
The sandy gravel stratum (6) is provided with more to accelerate the surface water to infiltrate into the osmosis type collector pipe (7) of underground deep layer；
The side wall of every osmosis type collector pipe (7) offers multiple permeability holes；The upper port of every diversion pipe (3) is not less than greening turf
Layer upper surface；The lower port of every diversion pipe (3) is at least connected to an osmosis type collector pipe (7).
In order to solve the technical problem in background technology, the utility model can also use following technical measures：
Further：The distance between the upper port of every diversion pipe (3) and greening divot upper surface are 50mm~100mm
Between.
Further：The upper port of every diversion pipe (3) is provided with strainer.
Further：The sandy gravel stratum (6) is piled up by gravel grain, and the gravel grain grain size is more than osmosis type collector pipe
(7) infiltration bore dia.
Further：More osmosis type collector pipes (7) are divided into upper layer osmosis type collector pipe network and lower layer's osmosis type collector pipe
Net；The upper layer osmosis type collector pipe network is located at the top of lower layer's osmosis type collector pipe network, lower layer's osmosis type collector pipe network
Between sandy gravel stratum (6) and native soil (8).
Further：Further include：
The cistern (11) being connected to osmosis type collector pipe (7)；
The spray irrigation pipe (14) being connected to cistern (11)；The upper port of the spray irrigation pipe (14) is equipped with nozzle (19)；
It is equipped on above-mentioned spray irrigation pipe (14) and extracts water to the immersible pump (13) of nozzle (19) from cistern (11)；
The upper port of the spray irrigation pipe (14) is not less than greening divot upper surface；Pacify on above-mentioned osmosis type collector pipe (7)
Equipped with electromagnetic valve (10)；Switch board (17) for controlling immersible pump (13) and electromagnetic valve (10) working condition.
Further：Liquid level induction meter (16) is installed in the cistern (11)；The liquid level induction meter (16)
Signal output terminal is electrically connected by data line with the ports I/O of switch board (17).
Further：In osmosis type collector pipe (7) the outer wrapping non-woven geotextile.
A method of integrating the concave herbaceous field structure for accelerating diafiltration and water storage, includes at least following steps：
Step 101 digs rectangle or trapezoidal hole that depth is H under the position for waiting for plantation greening turf；The bottom in hole is original
Soil layer (8)；
Step 102 carries out compacting processing in the bottom in hole；
Step 103 is laid with sandy gravel stratum (6) in the upper surface of native soil (8), during being laid with sandy gravel stratum (6), simultaneously
It is laid with osmosis type collector pipe (7)；The lower port of diversion pipe (3) is connected to osmosis type collector pipe (7) simultaneously；
Step 104 is laid with non-woven geotextile bed course (5) in the upper surface of sandy gravel stratum (6)；
Step 105 is laid with artificial back fill course (4) in the upper surface of non-woven geotextile bed course (5)；The artificial backfill
The thickness range of layer (4) is 300mm~400mm；
Step 106, in the upper surface of artificial back fill course (4), divot is afforested in plantation.
A method of integrating the concave herbaceous field structure for accelerating diafiltration and water storage, includes at least following steps：
Step 201 digs rectangle or trapezoidal hole that depth is H under the position for waiting for plantation greening turf；The bottom in hole is original
Soil layer (8)；
Step 202 carries out compacting processing in the bottom in hole；
Step 203 is laid with sandy gravel stratum (6) in the upper surface of native soil (8), during being laid with sandy gravel stratum (6), simultaneously
It is laid with osmosis type collector pipe (7)；The lower port of diversion pipe (3) is connected to osmosis type collector pipe (7) simultaneously, osmosis type is catchmented
Pipe (7) is connected to cistern (11)；Spray irrigation pipe (14) is connected to cistern (11)；
Step 204 is laid with non-woven geotextile bed course (5) in the upper surface of sandy gravel stratum (6)；
Step 205 is laid with artificial back fill course (4) in the upper surface of non-woven geotextile bed course (5)；The artificial backfill
The thickness range of layer (4) is 300mm~400mm；
Step 206, in the upper surface of artificial back fill course (4), divot is afforested in plantation.
The utility model has the advantages and positive effects of：
By using above-mentioned technical proposal, when rainfall is larger, i.e., the infiltration rate in greenery patches is less than precipitation rate, at this point, portion
Divide rainwater that can from top to bottom carry out down oozing by soil of greenbelt, other rainwater start to collect on concave herbaceous field surface layer, instantly
When the rainwater height of concave green belt surface layer accumulation reaches diversion pipe upper port, rainwater goes directly osmosis type collector pipe along diversion pipe
In, subsequent rainwater from osmosis type catchment pipe outer wall hole discharge penetrate into sandy gravel stratum or native soil；Therefore, this patent being capable of pole
The earth improves the infiltration rate of rainwater.
Since the osmosis type collector pipe of this patent is connected with cistern, it can also realize the collection of rainwater, work as arid
When time arrives, the water in cistern can be exported and pouring recycling is carried out to greenery patches；The recycling of rainwater can be realized in this way
It utilizes.
Since this patent has sandy gravel stratum, the blocking of osmosis type collector pipe is on the one hand prevented；On the other hand it enhances
The stability of concave herbaceous field structure；Certain amount of rainfall can also be stored in sandy gravel stratum simultaneously, can greatly be increased in this way
Reservoir storage.
Since this patent uses non-woven geotextile bed course, while in one layer of nonwoven geotechnique of osmosis type collector pipe outer wrapping
Cloth can reduce osmosis type and catchment the probability of happening of pipe outer wall permeability hole blocking accident to the maximum extent in this way.
In conclusion on the one hand this patent can improve the downward infiltration rate of rainwater, increase reservoir storage；Still further aspect
The utilization rate of rainwater can be improved.
Description of the drawings
Fig. 1 is the structural schematic diagram of the preferred embodiment in the utility model；
Fig. 2 is underground pipe network floor plan in the preferred embodiment in the utility model.
In figure：1, concave herbaceous field；2, water pipe is received；3, diversion pipe；4, artificial back fill course；5, non-woven geotextile bed course；
6, sandy gravel stratum；7, osmosis type collector pipe；8, native soil；9, overflow pipe；10, electromagnetic valve；11, cistern；12, cistern overflow
Mouthful；13, immersible pump；14, spray irrigation pipe；15, filter；16, liquid level induction meter；17, switch board；18, inspection shaft；19, nozzle.
Specific implementation mode
For that can further appreciate that the invention, features and effects of the utility model, the following examples are hereby given, and coordinates
Detailed description are as follows for attached drawing：
It please refers to Fig.1 and Fig. 2, it is a kind of to integrate the concave herbaceous field structure for accelerating diafiltration and water storage；Including：
The rainwash water that rainfall is formed is drained to the receipts water pipe 2 of 1 upper surface of concave herbaceous field；
The water that greenery patches surface layer is accumulated is quickly introduced to more diversion pipes 3 of underground deep layer；
The concave herbaceous field 1 includes successively from top to bottom：Afforest divot, artificial back fill course 4, non-woven geotextile pad
Layer 5, sandy gravel stratum 6 and native soil 8；
The sandy gravel stratum 6 is provided with more to accelerate the surface water to infiltrate into the osmosis type collector pipe 7 of underground deep layer；Every
The side wall of osmosis type collector pipe 7 offers multiple permeability holes；The upper port of every diversion pipe 3 is not less than greening divot upper table
Face；The lower port of every diversion pipe 3 is at least connected to an osmosis type collector pipe 7；
On the basis of above preferred embodiment,
On the basis of considering rainfall intensity and soil permeability rate, upper port and the greening grass of every diversion pipe 3
The distance between cortex upper surface is between 50mm~100mm.It just can guarantee that a part of rainwater is downward by soil of greenbelt in this way
Infiltration, extra rainwater import underground deep layer via diversion pipe 3；
In order to avoid 3 upper port of diversion pipe blocks, the upper port of every diversion pipe 3 is provided with strainer.
The sandy gravel stratum 6 is piled up by gravel grain, and the gravel grain grain size is more than the permeability hole of osmosis type collector pipe (7)
Diameter.
More osmosis type collector pipes 7 divide for upper layer osmosis type collector pipe network and lower layer's osmosis type collector pipe network；The upper layer
Osmosis type collector pipe network is located at the top of lower layer's osmosis type collector pipe network, and lower layer's osmosis type collector pipe network is located at sandy gravel stratum 6
Between native soil 8.
Further include：
The cistern 11 being connected to osmosis type collector pipe 7；
The spray irrigation pipe 14 being connected to cistern 11；The upper port of the spray irrigation pipe 14 is equipped with nozzle 19；
It is equipped on above-mentioned spray irrigation pipe 14 and extracts water to the immersible pump 13 of nozzle 19 from cistern 11；
The upper port of the spray irrigation pipe 14 is not less than greening divot upper surface；It is equipped on above-mentioned osmosis type collector pipe 7
Electromagnetic valve 10；Switch board 17 for controlling 10 working condition of immersible pump 13 and electromagnetic valve.
Liquid level induction meter 16 is installed in the cistern 11；The signal output terminal of the liquid level induction meter 16 passes through
Data line is electrically connected with the ports I/O of switch board 17.Wherein：
Concave herbaceous field 1：It is planted less than ground design, in greenery patches and has the resistance to of the effects that intercepting rainwater and absorbing pollutant
Flood plant annual bluegrass, Festuca Arundinacea etc., recessed 100~300mm of depth.Specific recessed depth is according to the permeance property and rain of soil
The concrete conditions such as water Designed recurrence period synthesis determines.
Receive water pipe 2：Periphery rainwater on road surface is collected, is flowed into concave herbaceous field after making periphery rainwater catchment.Receive water pipe according to
It receives water area and concave herbaceous field area carries out multiple spot laying.
Diversion pipe 3：Nozzle is higher than pit floor less than concave herbaceous field overflow port, and well body extends to bottom and osmosis type collection
Water pipe 7 is connected, and for the rainwater for storing ability of oozing more than concave herbaceous field to be discharged, improves the capacity of flood storage in greenery patches.Diversion pipe nozzle
Higher than recessed 50~100mm of greenery patches ground, nozzle setting strainer prevents lump to line clogging.Accumulate bulk in nozzle periphery
Gravel is carried out being protected from external force and be damaged to pipe to diversion pipe.
Artificial back fill course 4：Conditioned soil is loaded, soil should have good permeance property, be oozed under rainwater can be allowed quick.
300~400mm of filling height.
Non-woven geotextile bed course 5：It is set between artificial back fill course and sandy gravel stratum, prevents upper layer of soil, impurity etc. stifled
Collector pipe 7 is filled in, while also playing certain catharsis to the rainwater of infiltration.
Sandy gravel stratum 6：Play the role of purification to the rainwater permeated, prevents from blocking collector pipe 7, it is artificial to maintain upper layer
The water and soil structure of back fill course 4.The water storage space of concave herbaceous field is increased simultaneously.Gravel grain size is more than osmosis type collector pipe 7
Opening diameter.
Osmosis type collector pipe 7：It is set between sandy gravel stratum, collects the water that diversion pipe 3 flows down.It catchments on tube wall uniformly
Permeability hole is laid, the aperture of trepanning and trepanning density are determined according to the permeance property of upper layer back fill course.Portion can be met in this way
It is seeped into lower soil under dividing water to continue by collector pipe, and part water is made to flow into cistern 11, play water conservancy diversion, infiltration is one
The function of body.Two layers of collector pipe is set, and every layer of osmosis type collector pipe is in netted laying, increases water storage, water seepage function.In order to anti-
Only osmosis type collector pipe 7 blocks, in 7 outer wrapping non-woven geotextile of osmosis type collector pipe.
Native soil 8：The original soil of unmodified processing.
Overflow pipe 9 is set in the upper edge position of concave herbaceous field 1, for collecting rainwater that concave herbaceous field overflows extremely
Municipal storm sewer.
Electromagnetic valve 10 is installed in the interface of osmosis type collector pipe 7 and cistern 11；Electromagnetic valve 10 is set to infiltration
On type collector pipe 7, for controlling the rainwater into cistern 11, electromagnetism is closed when water level reaches setting water level in cistern 11
Valve makes rain-water accumulating be stored in concave herbaceous field.The rainwater that cistern cannot be entered is discharged into from overflow pipe 9 to municipal rain
Waterpipe.
Cistern 11：The rainwater that osmosis type collector pipe 7 flows into is collected, when cistern 11 is full, extra rainwater can be by overflowing
Head piece 12 is discharged in Urban Rainwater Pipe Networks.
Cistern overflow port 12：The rainwater that overflows of cistern 11 is collected to municipal storm sewer.
Immersible pump 13：It is set in cistern 11, for extracting the rainwater in cistern 11, by spray irrigation pipe 14, filtering
Device 15 is back to greenery patches sprinkling irrigation through nozzle 19.
Spray irrigation pipe 14：It collects rainwater to the nozzle 19 that immersible pump 13 extracts and carries out greenery patches sprinkling irrigation.
Filter 15：The granule foreign extracted by immersible pump 13 in the rainwater to come up is intercepted, prevents rain impurities in water to spray
Fill the blocking of pipe 14 and nozzle 19.
Liquid level induction meter 16：It is set in cistern 11, is consistent with the height of overflow pipe 12, when water level reaches liquid level
The electromagnetic valve 10 on signal-off osmosis type collector pipe 7 is transmitted when induction meter, and letter is transmitted when water level is less than liquid level induction meter
The electromagnetic valve 10 on osmosis type collector pipe 7 number is reopened again.
Switch board 17：Control electromagnetic valve 10 and liquid level induction meter 16.
Inspection shaft 18：Each pipeline such as spray irrigation pipe 14 and nozzle 19, osmosis type collector pipe 7 is observed and safeguarded.
Nozzle 19：Carry out Greenland Irrigation.
The course of work of above preferred embodiment is：
The system integrates the functions such as infiltration, water storage and reuse.Infiltration facility can either be played to rainfall infiltration and net
Change acts on, and rainwater-collecting can be got up be used.
When rainfall intensity is smaller, greenery patches surface is less than 3 height of diversion pipe without water storage or water storage height, into up concave type
The rainwater in greenery patches all passes through artificial back fill course 4, non-woven geotextile bed course 5,6 seepage flow of sandy gravel stratum.
When rainfall intensity is more than a certain amount of, since the speed by being oozed under artificial back fill course 4 is far smaller than rainfall speed
Degree, along with the rainwater on surrounding road surface can be flowed by receiving water pipe 2 in concave herbaceous field, so can be stored above concave herbaceous field
More rainwater.When just beginning to rain, rainwater can pass through artificial back fill course 4, non-woven geotextile bed course 5,6 seepage flow of sandy gravel stratum；
When the rainwater height that greenery patches surface layer is collected is more than 3 upper port of diversion pipe, part rainwater, which begins through diversion pipe 3 and flows directly into, to be oozed
In saturating type collector pipe 7, the water section in collector pipe 7 continues to ooze to periphery deeper soil, partly flows into cistern 11.When logical
When crossing liquid level induction meter and sensing that cistern 11 is full, electromagnetic valve 10 is closed by switch board 17 and is prevented in osmosis type collector pipe 7
Rainwater go successively in cistern 11, so that rain-water accumulating is stored in concave herbaceous field.It cannot be oozed by concave herbaceous field storage more
Remaining rainwater in overflow pipe 9 through being discharged into municipal storm sewer.Stormwater overflow is not only prevented in this way, but also rainwater can be received
Collect and is used.
Rainwater in cistern 11 is drawn into spray irrigation pipe 14 by immersible pump 13, is intercepted in rainwater by filter 15
Granule foreign, through nozzle 19 for concave herbaceous field spray.
The implementation method of above-described embodiment includes mainly following two：
Option A, a kind of method integrating the concave herbaceous field structure for accelerating diafiltration and water storage, include the following steps：
Step 101 digs rectangle or trapezoidal hole that depth is H under the position for waiting for plantation greening turf；The bottom in hole is original
Soil layer 8；
Step 102 carries out compacting processing in the bottom in hole；
Step 103 is laid with sandy gravel stratum 6 in the upper surface of native soil 8, during being laid with sandy gravel stratum 6, while being laid with and oozing
Saturating type collector pipe 7；The lower port of diversion pipe 3 is connected to osmosis type collector pipe 7 simultaneously；
Step 104 is laid with non-woven geotextile bed course 5 in the upper surface of sandy gravel stratum 6；
Step 105 is laid with artificial back fill course 4 in the upper surface of non-woven geotextile bed course 5；The artificial back fill course 4
Thickness range be 300mm~400mm；
Step 106, in the upper surface of artificial back fill course 4, divot is afforested in plantation.
Option b, a kind of method integrating the concave herbaceous field structure for accelerating diafiltration and water storage, include the following steps：
Step 201 digs rectangle or trapezoidal hole that depth is H under the position for waiting for plantation greening turf；The bottom in hole is original
Soil layer 8；
Step 202 carries out compacting processing to the native soil for cheating bottom；
Step 203 is laid with sandy gravel stratum 6 in the upper surface of native soil 8, during being laid with sandy gravel stratum 6, while being laid with and oozing
Saturating type collector pipe 7；The lower port of diversion pipe 3 is connected to osmosis type collector pipe 7 simultaneously, by osmosis type collector pipe 7 and cistern
11 connections；Spray irrigation pipe 14 is connected to cistern 11；
Step 204 is laid with non-woven geotextile bed course 5 in the upper surface of sandy gravel stratum 6；
Step 205 is laid with artificial back fill course 4 in the upper surface of non-woven geotextile bed course 5；The artificial back fill course 4
Thickness range be 300mm~400mm；
Step 206, in the upper surface of artificial back fill course 4, divot is afforested in plantation.
The embodiments of the present invention are described in detail above, but the content is only the preferable of the utility model
Embodiment should not be considered as limiting the scope of the present invention.It is made according to the scope of application of this utility model equal
Deng variation and improvement etc., should all still belong within the patent covering scope of the utility model.
Claims (8)
1. a kind of integrating the concave herbaceous field structure for accelerating diafiltration and water storage, it is characterised in that：It includes at least：
Water is drained to the receipts water pipe (2) of concave herbaceous field (1) upper surface；
The water that greenery patches surface is accumulated is quickly introduced to more diversion pipes (3) of underground deep layer；
The concave herbaceous field (1) includes successively from top to bottom：Afforest divot, artificial back fill course (4), non-woven geotextile pad
Layer (5), sandy gravel stratum (6) and native soil (8)；
The sandy gravel stratum (6) is provided with more to accelerate the surface water to infiltrate into the osmosis type collector pipe (7) of underground deep layer；Every
The side wall of osmosis type collector pipe (7) offers multiple permeability holes；The upper port of every diversion pipe (3) is not less than on greening divot
Surface；The lower port of every diversion pipe (3) is at least connected to an osmosis type collector pipe (7).
2. according to claim 1 integrate the concave herbaceous field structure for accelerating diafiltration and water storage, it is characterised in that：Often
The distance between the upper port of root diversion pipe (3) and greening divot upper surface are between 50mm~100mm.
3. according to claim 1 integrate the concave herbaceous field structure for accelerating diafiltration and water storage, it is characterised in that：Often
The upper port of root diversion pipe (3) is provided with strainer.
4. integrate the concave herbaceous field structure for accelerating diafiltration and water storage according to claim 1-3 any one of them, it is special
Sign is：The sandy gravel stratum (6) is piled up by gravel grain, and the gravel grain grain size is more than the infiltration of osmosis type collector pipe (7)
Bore dia.
5. according to claim 4 integrate the concave herbaceous field structure for accelerating diafiltration and water storage, it is characterised in that：It is more
Root osmosis type collector pipe (7) is divided into upper layer osmosis type collector pipe network and lower layer's osmosis type collector pipe network；The upper layer osmosis type collection
Grid is located at the top of lower layer's osmosis type collector pipe network, and lower layer's osmosis type collector pipe network is located at sandy gravel stratum (6) and original soil
Between layer (8).
6. according to claim 5 integrate the concave herbaceous field structure for accelerating diafiltration and water storage, it is characterised in that：Also
Including：
The cistern (11) being connected to osmosis type collector pipe (7)；
The spray irrigation pipe (14) being connected to cistern (11)；The upper port of the spray irrigation pipe (14) is equipped with nozzle (19)；
It is equipped on above-mentioned spray irrigation pipe (14) and extracts water to the immersible pump (13) of nozzle (19) from cistern (11)；
The upper port of the spray irrigation pipe (14) is not less than greening divot upper surface；It is equipped on above-mentioned osmosis type collector pipe (7)
Electromagnetic valve (10)；Switch board (17) for controlling immersible pump (13) and electromagnetic valve (10) working condition.
7. according to claim 6 integrate the concave herbaceous field structure for accelerating diafiltration and water storage, it is characterised in that：
Liquid level induction meter (16) is installed in the cistern (11)；The signal output terminal of the liquid level induction meter (16) passes through data
Line is electrically connected with the ports I/O of switch board (17).
8. according to claim 6 integrate the concave herbaceous field structure for accelerating diafiltration and water storage, it is characterised in that：
Osmosis type collector pipe (7) the outer wrapping non-woven geotextile.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107869179A (en) * | 2017-12-12 | 2018-04-03 | 天津市水利科学研究院 | Integrate the concave herbaceous field structure and method for accelerating diafiltration and water storage |
| CN109024833A (en) * | 2018-08-22 | 2018-12-18 | 江苏凯翔环境建设有限公司 | A kind of drainage system and its construction method in sponge city |
| CN109380090A (en) * | 2018-11-13 | 2019-02-26 | 上海十方生态园林股份有限公司 | A kind of eco-species plant hole rain recycling system |
| CN110402633A (en) * | 2019-07-17 | 2019-11-05 | 广州隆盛景观建设有限公司 | Concave herbaceous field construction method based on sponge city |
| CN112227459A (en) * | 2020-10-21 | 2021-01-15 | 江苏海绵城市技术研究院有限公司 | Sponge city rainwater deep well linkage infiltration replenishment system |
| CN112942527A (en) * | 2021-01-26 | 2021-06-11 | 张家港市华新园艺景观工程有限公司 | Sponge city drainage device |
| CN114016587A (en) * | 2021-11-29 | 2022-02-08 | 广州宏达工程顾问集团有限公司 | Drainage system for draining mountain surface water |
| CN114592574A (en) * | 2022-04-01 | 2022-06-07 | 北京世纪立成园林绿化工程有限公司 | Intelligent landscape drainage method and drainage device |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107869179A (en) * | 2017-12-12 | 2018-04-03 | 天津市水利科学研究院 | Integrate the concave herbaceous field structure and method for accelerating diafiltration and water storage |
| CN109024833A (en) * | 2018-08-22 | 2018-12-18 | 江苏凯翔环境建设有限公司 | A kind of drainage system and its construction method in sponge city |
| CN109380090A (en) * | 2018-11-13 | 2019-02-26 | 上海十方生态园林股份有限公司 | A kind of eco-species plant hole rain recycling system |
| CN110402633A (en) * | 2019-07-17 | 2019-11-05 | 广州隆盛景观建设有限公司 | Concave herbaceous field construction method based on sponge city |
| CN112227459A (en) * | 2020-10-21 | 2021-01-15 | 江苏海绵城市技术研究院有限公司 | Sponge city rainwater deep well linkage infiltration replenishment system |
| CN112942527A (en) * | 2021-01-26 | 2021-06-11 | 张家港市华新园艺景观工程有限公司 | Sponge city drainage device |
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Effective date of registration: 20200320 Address after: 300000 Friendship Road, Tianjin, Hexi District No. 60 Patentee after: TIANJIN HYDRAULIC Research Institute Address before: 300061 Friendship Road 60, Tianjin, Hexi District Co-patentee before: TIANJIN JINSHUI ENGINEERING NEW TECHNOLOGY DEVELOPMENT Co.,Ltd. Patentee before: TIANJIN HYDRAULIC Research Institute |