CN110130461A - A kind of rain of Landscape Forest, the compensation supply and drain water system of water - Google Patents
A kind of rain of Landscape Forest, the compensation supply and drain water system of water Download PDFInfo
- Publication number
- CN110130461A CN110130461A CN201910456164.8A CN201910456164A CN110130461A CN 110130461 A CN110130461 A CN 110130461A CN 201910456164 A CN201910456164 A CN 201910456164A CN 110130461 A CN110130461 A CN 110130461A
- Authority
- CN
- China
- Prior art keywords
- water
- layer
- rain
- storage cavity
- water storage
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 144
- 239000002689 soil Substances 0.000 claims abstract description 44
- 239000007787 solid Substances 0.000 claims abstract description 19
- 239000004746 geotextile Substances 0.000 claims description 8
- 239000004576 sand Substances 0.000 claims description 8
- 230000015271 coagulation Effects 0.000 claims description 4
- 238000005345 coagulation Methods 0.000 claims description 4
- 230000000717 retained effect Effects 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000004083 survival effect Effects 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 52
- 241000196324 Embryophyta Species 0.000 description 12
- 238000000034 method Methods 0.000 description 7
- 230000008595 infiltration Effects 0.000 description 4
- 238000001764 infiltration Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000007943 implant Substances 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 230000008635 plant growth Effects 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 239000004927 clay Substances 0.000 description 1
- 230000001447 compensatory effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 238000005213 imbibition Methods 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 239000002346 layers by function Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Health & Medical Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical & Material Sciences (AREA)
- Biotechnology (AREA)
- Microbiology (AREA)
- Biodiversity & Conservation Biology (AREA)
- Botany (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of rain of Landscape Forest, the compensation supply and drain water system of water, natural soil structure, the rain-water pit well of shallow embedding formula and the water storage cavity of deep embeded type including Landscape Forest, the nature soil structure, rain-water pit well and water storage cavity form three-level rain processing system；The lower end of the rain-water pit well of the shallow embedding formula is connected to municipal rainwater culvert pipe, the water storage cavity is arranged in below the solid structure layer of Landscape Forest, the nature soil structure successively includes natural soils layer, haydite layer, metalling and water conservation layer from top to bottom, the top water inlet end face of the rain-water pit well is located at below natural soils layer, the water inlet of the water storage cavity is located above natural soils layer, and the solid structure layer and natural soils layer boundary are higher than natural soils layer.The present invention is handled rainwater by using three-level rain processing system, greatly reduces the pressure of municipal supply and drain water system, while formula water supply can also be compensated to floor vegetation, utmostly improves the survival rate of plant.
Description
Technical field
The invention belongs to supply and drain water system technical fields, and in particular to a kind of rain of Landscape Forest, the compensation discharge water system of water
System.
Background technique
Landscape garden is mostly the place with natural plants and building structure for main ornamental object that manual intervention is formed.It is logical
Often, conventional supply and drain water system can be all equipped in landscape garden to meet the growth needs of gardens implants.But due to existing
Landscape garden supply and drain water system structure tradition, when a large amount of rainfalls occur, the work compound phase of supply and drain water system when greatly,
These rainwater can not be handled in time, and being easy to produce ponding causes the serious flood of plant root ponding dead.In addition, weather arid when
It waits, rainwash is insufficient, when plant hydropenia, and can only be by the irrigation device of supply and drain water system come for irrigating plant, wave
Take the energy and water resource, while also increasing the workload of supply and drain water system.
Summary of the invention
The present invention the above-mentioned prior art there are aiming at the problem that, a kind of compensation plumbing of rain, water of Landscape Forest is provided
System.
The present invention is realized by following technological means solves above-mentioned technical problem:
A kind of rain of Landscape Forest, the compensation supply and drain water system of water, the rain of natural soil structure, shallow embedding formula including Landscape Forest
The water storage cavity of water cellar well and deep embeded type, the nature soil structure, rain-water pit well and water storage cavity form three-level rainwater treatment
System, the nature soil structure are coagulation system, and the rain-water pit well is secondary treatment system, and the water storage cavity is three
Grade processing system；The lower end of the rain-water pit well of the shallow embedding formula is connected to municipal rainwater culvert pipe, and the water storage cavity is arranged in landscape
Below the solid structure layer of woods, the nature soil structure successively include from top to bottom natural soils layer, haydite layer, metalling and
It is retained layer, the top water inlet end face of the rain-water pit well is located at below natural soils layer, and the water inlet of the water storage cavity is located at
Above natural soils layers, the solid structure layer and natural soils layer boundary are higher than natural soils layer, and the water storage cavity
Water inlet is located at immediately below the edge of solid structure layer.
Further, the open top end of the water storage cavity is equipped with concrete beam arranged vertically and horizontally, the solid structure layer and concrete
Load-bearing pillar is equipped between beam, the water inlet of the water storage cavity is lateral inflow, and the water inlet of the water storage cavity is equipped with steel
Turbogrid plates.
Further, the Turbogrid plates are bilayer, are equipped with geotextiles between two layers of Turbogrid plates.
Further, it is mixed with medium coarse sand in the haydite layer and metalling, the haydite layer, metalling and water conservation layer
Geotextiles are equipped on contact surface.
The invention has the benefit that the present invention is handled rainwater by using three-level rain processing system, significantly
The pressure of municipal supply and drain water system is reduced, while formula water supply can also be compensated to floor vegetation, utmostly improves plant
Survival rate.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of supply and drain water system in the embodiment of the present invention；
Fig. 2 is the structural schematic diagram of water storage cavity in the embodiment of the present invention.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is
A part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art
Every other embodiment obtained without creative efforts, shall fall within the protection scope of the present invention.
Embodiment
As shown in Figure 1, a kind of rain of Landscape Forest, the compensation supply and drain water system of water, natural soil structure including Landscape Forest,
The rain-water pit well 20 of shallow embedding formula and the water storage cavity 30 of deep embeded type, the nature soil structure, rain-water pit well 20 and water storage cavity
30 form three-level rain processing system, wherein the nature soil structure is coagulation system, and the rain-water pit well 20 is two
Grade processing system, the water storage cavity 30 are tertiary treatment system；The lower end of the rain-water pit well 20 of the shallow embedding formula and municipal rainwater
Culvert pipe 40 is connected to, and the water storage cavity 30 is arranged in below the solid structure layer 50 of Landscape Forest, and solid structure layer 50 includes path, mixes
Xtah Crude Clay structure parking lot, movable square etc., the nature soil structure successively includes natural soils layer 11, haydite layer from top to bottom
12, metalling 13 and water conservation layer 14, the top water inlet end face of the rain-water pit well 20 is located at 11 lower section of natural soils layer, described
The water inlet of water storage cavity 30 is located at 11 top of natural soils layer, and the solid structure layer 50 is higher than with 11 boundary of natural soils layer
Natural soils layer 11, and the water inlet of the water storage cavity 30 is located at immediately below the edge of solid structure layer 50.
In general, there is a situation where when ponding, first is that soil texture density is high, bad hydraulic permeability leads to rainwater very in Landscape Forest
Lower seep of hardly possible forms underground raw water, and municipal rainwater culvert pipe 40 can only be flowed through from rain-water pit well 20, inherently increases municipal discharge in this way
The operating pressure of water system, finally since ponding seriously causes implants flood in gardens dead.The present invention by using three-level rainwater at
Reason system handles rainwater, and the flow direction of rainwater is as shown in figure 1 shown in arrow direction, wherein natural soil structure is coagulation
System provides growing environment by the way that natural soils layer 11 is arranged in natural soil structure for plant growth, haydite layer 12 and broken
Rock layers 13 are permeable layer, on the one hand rainwater infiltration are accelerated to form underground raw water, on the other hand prevent the flood of plant root ponding dead, most
The setting water conservation layer 14 that medium coarse sand is constituted again below metalling 13 afterwards, can play water storage effect, temporarily play water retaining function, protect
When demonstrate,proving drought moisture, while medium coarse sand can be provided for plant growth in time to the compensation water supply of natural soils layer 11
The water conservation layer 14 of composition also has good infiltration effect, will not influence rainwater infiltration, can also while maximally utilizing rainwater
Prevent ponding；When rainwater precipitation is excessive, and natural soil structure can not handle rainwater in time, interflow subsurface drainage can be by water conservation layer 14
Slowly rise to overflow, when water inlet that interflow subsurface drainage increases to rain-water pit well 20 is ascended a height, rainwater will be flowed by rain-water pit well 20
Through municipal rainwater culvert pipe 40, since rain-water pit well 20 is shallow embedding formula, top water inlet end face is located at 11 lower section of natural soils layer,
In the case where normally processing rainwater, the interflow subsurface drainage that rainwater is formed will not be accumulated in natural soils layer 11, just be avoided that plant in this way
The ponding flood of object root is dead；When rainwater precipitation is bigger, when municipal rainwater culvert pipe 40 also has little time processing, earth's surface will necessarily ponding,
Surface pond will flow into water storage cavity 30 by the water inlet of water storage cavity 30 at this time, and water storage cavity 30 will not influence underground diameter first
The moisture storage capacity of stream, secondly the lower section of solid structure layer 50 is arranged in water storage cavity 30, and the seepage of water of solid structure layer 50 itself is very poor
To water conservation and moisture evaporation, there are also inhibiting effect, and by having maximally utilized space after water storage cavity 30 is arranged thereunder, together
When can also help to eliminate ponding, the pressure of link municipal administration supply and drain water system when weather extreme arid torrid climate, is stored up inside water storage cavity 30
The rainwater deposited compensation can be evaporated in air, improve air humidity, help plant moisturizing；To sum up, the present invention is by using three
Grade rain processing system handles rainwater, greatly reduces the pressure of municipal supply and drain water system, while can also plant to ground
Object compensates formula water supply, utmostly improves the survival rate of plant.
In the present embodiment, as shown in Fig. 2, the open top end of the water storage cavity 30 is equipped with concrete beam 51 arranged vertically and horizontally, institute
It states and is equipped with load-bearing pillar 52 between solid structure layer 50 and concrete beam 51, the water inlet of the water storage cavity 30 is lateral inflow, and described
The water inlet of water storage cavity 30 is equipped with the Turbogrid plates 53 of steel.
Solid structure layer 50 is arranged in above the open end of water storage cavity 30, and water storage cavity 30 is hollow structure, so needing
Concrete beam 51 and load-bearing pillar 52 are set to improve the strength and stability of solid structure layer 50, in addition, setting Turbogrid plates 53 have been
To the effect of isolation, the contaminant stream that prevents rainwater from carrying secretly pollutes the water storage environment of water storage cavity 30 into water storage cavity 30.
In addition, the Turbogrid plates 53 are bilayer, geotextiles are equipped between two layers of Turbogrid plates 53.Geotextiles are durable, seepage of water
It can be good, moreover it is possible to drop silt isolation, be further ensured that the water storage environment of water storage cavity 30.
In the present embodiment, medium coarse sand, the haydite layer 12, metalling 13 are mixed in the haydite layer 12 and metalling 13
Geotextiles are equipped with on the contact surface of water conservation layer 14.The rainwater that water conservation layer 14 stores is needed through haydite layer 12 and metalling
13 could be absorbed by the root system of plant in natural soils layer 11, by mixing medium coarse sand in haydite layer 12 and metalling 13, pass through
The water imbibition of medium coarse sand improves water conservation convenience of the layer 14 to the compensatory water supply of root system of plant, in haydite layer 12,13 and of metalling
Being retained on the contact surface of layer 14 and being equipped with geotextiles is that intersect infiltration and medium coarse sand of each functional layer is lost in order to prevent.
It should be noted that, in this document, such as first and second or the like relational terms are used merely to one if it exists
A entity or operation with another entity or operate distinguish, without necessarily requiring or implying these entities or operation it
Between there are any actual relationship or orders.Moreover, the terms "include", "comprise" or its any other variant are intended to
Cover non-exclusive inclusion, so that the process, method, article or equipment for including a series of elements not only includes those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or setting
Standby intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in the process, method, article or apparatus that includes the element.
The above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although with reference to the foregoing embodiments
Invention is explained in detail, those skilled in the art should understand that: it still can be to aforementioned each implementation
Technical solution documented by example is modified or equivalent replacement of some of the technical features；And these modification or
Replacement, the spirit and scope for technical solution of various embodiments of the present invention that it does not separate the essence of the corresponding technical solution.
Claims (4)
1. a kind of rain of Landscape Forest, the compensation supply and drain water system of water, which is characterized in that natural soil structure including Landscape Forest,
The rain-water pit well (20) of shallow embedding formula and the water storage cavity (30) of deep embeded type, it is described nature soil structure, rain-water pit well (20) and
Water storage cavity (30) forms three-level rain processing system, and the nature soil structure is coagulation system, the rain-water pit well
It (20) is secondary treatment system, the water storage cavity (30) is tertiary treatment system；Under the rain-water pit well (20) of the shallow embedding formula
End is connected to municipal rainwater culvert pipe (40), and the water storage cavity (30) is arranged in below the solid structure layer (50) of Landscape Forest, described
Natural soil structure successively includes natural soils layer (11), haydite layer (12), metalling (13) and is retained layer (14) from top to bottom,
The top water inlet end face of the rain-water pit well (20) is located at below natural soils layer (11), the water inlet of the water storage cavity (30)
Above natural soils layer (11), the solid structure layer (50) and natural soils layer (11) boundary are higher than natural soils layer
(11), and the water inlet of the water storage cavity (30) is located at immediately below the edge of solid structure layer (50).
2. a kind of compensation supply and drain water system of rain, water of Landscape Forest according to claim 1, which is characterized in that the storage
The open top end of water cavity (30) is equipped with concrete beam (51) arranged vertically and horizontally, sets between the solid structure layer (50) and concrete beam (51)
Have load-bearing pillar (52), the water inlet of the water storage cavity (30) is lateral inflow, and the water inlet of the water storage cavity (30) is equipped with
The Turbogrid plates (53) of steel.
3. a kind of compensation supply and drain water system of rain, water of Landscape Forest according to claim 2, which is characterized in that the grid
Panel (53) is bilayer, is equipped with geotextiles between two layers of Turbogrid plates (53).
4. a kind of compensation supply and drain water system of rain, water of any Landscape Forest, feature exist according to claim 1~3
It is mixed with medium coarse sand in, the haydite layer (12) and metalling (13), the haydite layer (12), metalling (13) and is retained layer
(14) geotextiles are equipped on contact surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910456164.8A CN110130461A (en) | 2019-05-29 | 2019-05-29 | A kind of rain of Landscape Forest, the compensation supply and drain water system of water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910456164.8A CN110130461A (en) | 2019-05-29 | 2019-05-29 | A kind of rain of Landscape Forest, the compensation supply and drain water system of water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110130461A true CN110130461A (en) | 2019-08-16 |
Family
ID=67582570
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910456164.8A Pending CN110130461A (en) | 2019-05-29 | 2019-05-29 | A kind of rain of Landscape Forest, the compensation supply and drain water system of water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110130461A (en) |
Citations (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101233282A (en) * | 2005-07-27 | 2008-07-30 | 乔斯托拉根公司 | water storage system |
| CN101955297A (en) * | 2010-08-13 | 2011-01-26 | 武汉中科水生环境工程有限公司 | Landscape-type composite artificial wetland treatment device for eutrophication water body and application thereof |
| CN104480994A (en) * | 2014-11-20 | 2015-04-01 | 陈磊 | Rainwater collecting and recycling system for urban green land and plaza |
| CN104775499A (en) * | 2015-04-18 | 2015-07-15 | 重庆文理学院 | Storm runoff purification device of urban road |
| KR20160056467A (en) * | 2014-11-11 | 2016-05-20 | (주)이앤씨 | Facilities for reducing non-point pollution material of road |
| 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 |
| CN105804198A (en) * | 2016-04-06 | 2016-07-27 | 上海交通大学 | Greenbelt structure integrating rainwater storage and utilization |
| KR101703319B1 (en) * | 2016-07-28 | 2017-02-22 | (주) 일신네이쳐 | Rainwater permeate retention system |
| CN206156985U (en) * | 2016-11-11 | 2017-05-10 | 厦门青山绿水环保科技有限公司三明分公司 | Constructed wetland system |
| CN106698813A (en) * | 2016-11-30 | 2017-05-24 | 中冶华天工程技术有限公司 | Functional rainwater garden applicable to sponge community |
| CN106962057A (en) * | 2017-04-18 | 2017-07-21 | 湖南文理学院 | Sponge urban construction road rain water processing system |
| CN206428785U (en) * | 2017-01-05 | 2017-08-22 | 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 become silted up |
| KR20180000426A (en) * | 2016-06-23 | 2018-01-03 | 경 택 임 | Non Point Pollution Reducing System Of LID Ditch Infiltration Type Having Monitoring Well For Water Monitoring |
| CN107996196A (en) * | 2017-12-04 | 2018-05-08 | 深圳市真和丽生态环境股份有限公司 | A kind of LID trees pond |
| CN207354953U (en) * | 2017-09-15 | 2018-05-15 | 华艺生态园林股份有限公司 | It is a kind of that there is rainwater-collecting, purification, the ecoscape flower bed of irrigation function |
| CN207363341U (en) * | 2017-10-10 | 2018-05-15 | 华艺生态园林股份有限公司 | A kind of ecology parking lot |
| CN108104247A (en) * | 2017-11-28 | 2018-06-01 | 北京建筑大学 | There is the non-recessed biological delaying basin of mixed flow of early-stage rainwater stream abandoning |
| CN108862846A (en) * | 2018-07-03 | 2018-11-23 | 重庆科技学院 | A kind of method of urban rainwater management and processing |
| CN109083085A (en) * | 2018-08-16 | 2018-12-25 | 华艺生态园林股份有限公司 | A kind of region water body dispatching method based on block chain |
-
2019
- 2019-05-29 CN CN201910456164.8A patent/CN110130461A/en active Pending
Patent Citations (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101233282A (en) * | 2005-07-27 | 2008-07-30 | 乔斯托拉根公司 | water storage system |
| CN101955297A (en) * | 2010-08-13 | 2011-01-26 | 武汉中科水生环境工程有限公司 | Landscape-type composite artificial wetland treatment device for eutrophication water body and application thereof |
| KR20160056467A (en) * | 2014-11-11 | 2016-05-20 | (주)이앤씨 | Facilities for reducing non-point pollution material of road |
| CN104480994A (en) * | 2014-11-20 | 2015-04-01 | 陈磊 | Rainwater collecting and recycling system for urban green land and plaza |
| CN104775499A (en) * | 2015-04-18 | 2015-07-15 | 重庆文理学院 | Storm runoff purification device of urban road |
| 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 |
| CN105804198A (en) * | 2016-04-06 | 2016-07-27 | 上海交通大学 | Greenbelt structure integrating rainwater storage and utilization |
| KR20180000426A (en) * | 2016-06-23 | 2018-01-03 | 경 택 임 | Non Point Pollution Reducing System Of LID Ditch Infiltration Type Having Monitoring Well For Water Monitoring |
| KR101703319B1 (en) * | 2016-07-28 | 2017-02-22 | (주) 일신네이쳐 | Rainwater permeate retention system |
| CN206156985U (en) * | 2016-11-11 | 2017-05-10 | 厦门青山绿水环保科技有限公司三明分公司 | Constructed wetland system |
| CN106698813A (en) * | 2016-11-30 | 2017-05-24 | 中冶华天工程技术有限公司 | Functional rainwater garden applicable to sponge community |
| CN206428785U (en) * | 2017-01-05 | 2017-08-22 | 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 become silted up |
| CN106962057A (en) * | 2017-04-18 | 2017-07-21 | 湖南文理学院 | Sponge urban construction road rain water processing system |
| CN207354953U (en) * | 2017-09-15 | 2018-05-15 | 华艺生态园林股份有限公司 | It is a kind of that there is rainwater-collecting, purification, the ecoscape flower bed of irrigation function |
| CN207363341U (en) * | 2017-10-10 | 2018-05-15 | 华艺生态园林股份有限公司 | A kind of ecology parking lot |
| CN108104247A (en) * | 2017-11-28 | 2018-06-01 | 北京建筑大学 | There is the non-recessed biological delaying basin of mixed flow of early-stage rainwater stream abandoning |
| CN107996196A (en) * | 2017-12-04 | 2018-05-08 | 深圳市真和丽生态环境股份有限公司 | A kind of LID trees pond |
| CN108862846A (en) * | 2018-07-03 | 2018-11-23 | 重庆科技学院 | A kind of method of urban rainwater management and processing |
| CN109083085A (en) * | 2018-08-16 | 2018-12-25 | 华艺生态园林股份有限公司 | A kind of region water body dispatching method based on block chain |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105961120A (en) | Mine ecological remediation and slope vegetation fast restoring method suitable for arid region | |
| CN101336593A (en) | Method for constructing ecology garden landscape compound structures to improve salt-affected soil | |
| CN110981097A (en) | Multistage ecosystem that prevents and control agricultural non-point source phosphorus and run off | |
| CN104532938B (en) | A kind of rain-water accumulating that solves city waterlogging, haze and tropical island effect stays system | |
| CN106134556B (en) | Control row in rice field runoff nitrogen phosphorus lattice field combines with farmland diafiltration and intercepts removal system and its application process | |
| CN106917522A (en) | A kind of Outdoor Parking position system based on sponge the idea of the city | |
| CN107143021B (en) | A kind of biology delaying basin | |
| CN102870523A (en) | Terrain processing method for improving seashore solonchak | |
| CN114846942A (en) | Method for improving soil | |
| CN213571388U (en) | Landscape design is with people's road structure | |
| CN207553247U (en) | Recessed greenery patches rainwater utilization and collection system | |
| CN206667420U (en) | Sponge city high-effective penetrating type greenery patches constructs | |
| CN101213925B (en) | Drought resisting method for man-made forest construction and foster | |
| CN112031114A (en) | Seepage stagnation type storage regulation sponge parking lot and rainwater storage regulation method | |
| CN116267075A (en) | A rapid desalination system before planting green plants in estuary with sand blown into embankments | |
| CN208105449U (en) | A kind of ecostagnation pond | |
| CN214800636U (en) | Concealed pipe salt discharge, separation and control foundation structure for saline-alkali soil improvement | |
| CN207700330U (en) | A kind of concave herbaceous field grass-planting ecological ditch | |
| CN211849903U (en) | A sloping rain garden | |
| CN219604268U (en) | Near water area purifies ecological revetment of recreation formula | |
| CN110130461A (en) | A kind of rain of Landscape Forest, the compensation supply and drain water system of water | |
| CN102242543B (en) | A water conservancy system for the prevention and control of secondary salinization of soil in multi-span greenhouses in coastal areas | |
| CN113853865B (en) | Drainage system for digesting nitrogen and phosphorus by utilizing sloping field terrain and plants and construction method thereof | |
| CN212294957U (en) | Stagnation type regulating and storage sponge parking lot | |
| CN212520127U (en) | Novel ecological tree pool structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190816 |
|
| RJ01 | Rejection of invention patent application after publication |