CN105971098A - Rainfall runoff collecting device suitable for research of construction of sponge city - Google Patents
Rainfall runoff collecting device suitable for research of construction of sponge city Download PDFInfo
- Publication number
- CN105971098A CN105971098A CN201610508009.2A CN201610508009A CN105971098A CN 105971098 A CN105971098 A CN 105971098A CN 201610508009 A CN201610508009 A CN 201610508009A CN 105971098 A CN105971098 A CN 105971098A
- Authority
- CN
- China
- Prior art keywords
- stainless steel
- tank
- trough body
- perforated pipe
- pipe
- 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
Classifications
-
- 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
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The invention discloses a rainfall runoff collecting device suitable for research of construction of a sponge city and relates to the technical field of rain flood management devices. The device comprises a stainless steel tank body, trapezoid sliding chute bases, a stainless steel perforated pipe, a stainless steel pipe, a water collecting tank and a UPVC (unplasticized polyvinyl chloride) overflow pipe, wherein the trapezoid sliding chute bases made of cement mortar are symmetrically mounted on two sides of the bottom of the stainless steel tank body; the stainless steel perforated pipe is arranged between the trapezoid sliding chute bases; the stainless steel perforated pipe is externally connected with a small water collecting tank; a water collecting tank and the UPVC overflow pipe are mounted in the stainless steel tank body; the water collecting tank is connected with the external small water collecting tank through the stainless steel pipe; the UPVC overflow pipe is connected with the bottom of the water collecting tank; the overflow height of the UPVC overflow pipe and the top of the stainless steel tank body are flush. The rainfall runoff collecting device can simulate various conditions of different underlying surfaces of the ground, data analysis is more accurate, and the result is more referential.
Description
Technical field
The present invention relates to storm water man-agement device technique field, particularly relate to a kind of rainfall runoff captation being applicable to sponge urban construction research.
Background technology
Sponge city, refer to that city can be as sponge, adapting to the aspect such as environmental change and reply natural disaster, there is good elasticity, according to the Party Central Committee, State Council in the recent period about the spirit instruction strengthening " sponge city ", propose the mode utilizing artificially-simulated rainfall system to combine with spray test bed, carry out the permeability test of urban green space, soil, test objective is providing part test data for urban infrastructure construction, fills up China currently about the blank of part basis data in sponge city.And the most domestic colleges and universities doing sponge urban study are less, although correlation theory Journal of Sex Research has been achieved with initial achievements, but in the construction in sponge city, still lack substantial amounts of basic data and basic data.
Existing technical scheme commonly used artificial rain system Accelerated Life bed, test bed is substantially all and is belonging to trough type, it has the drawback that for a series of test, the scenario simulation of repeatability can only be done, but the contrast in the same direction of identical test can not be done, the result of the test occasionality obtained is strong, and deviation is difficult to control to；Secondly, trough type test bed can only the soil entirety infiltration situation of development test groove inner volume, it is impossible to segmentation.
Therefore, those skilled in the art is devoted to develop a kind of rainfall runoff captation being applicable to sponge urban construction research.
Summary of the invention
Because the drawbacks described above of prior art, the technical problem to be solved is to provide a kind of rainfall runoff captation being applicable to sponge urban construction research, various different earth surface situation can be simulated, data analysis is more accurate, result more referential, practical, it is easy to promote the use of.
For achieving the above object, the invention provides a kind of rainfall runoff captation being applicable to sponge urban construction research, including stainless steel trough body, trapezoidal skewed slot basis, rustless steel perforated pipe, stainless steel tube, receive tank and UPVC overflow pipe, the two bottom sides of stainless steel trough body is symmetrically installed with the trapezoidal skewed slot basis that cement mortar is made, it is provided with rustless steel perforated pipe between trapezoidal skewed slot basis, the outer connection small of rustless steel perforated pipe collects water tank, stainless steel trough body is internally installed receipts tank, UPVC overflow pipe, receive tank to be connected with outside small-sized collection water tank by stainless steel tube, UPVC overflow pipe is connected with the bottom receiving tank, the overflow height of UPVC overflow pipe and the top of stainless steel trough body are maintained at sustained height.
As preferably, the described trapezoidal skewed slot basis height of foundation near side, stainless steel trough body center keeps consistent with the external diameter overhead height of rustless steel perforated pipe, and the edge of foundation height of the close stainless steel trough body wooden partition in trapezoidal skewed slot basis is higher than the external diameter top 30mm of rustless steel perforated pipe.
As preferably, the piercing aperture of described rustless steel perforated pipe is 57mm, the vertical distance of the pipeline outward flange distance stainless steel trough body bottom land of rustless steel perforated pipe is 20mm, and rustless steel perforated pipe both sides outward flange is 30mm apart from the horizontal range of trapezoidal skewed slot basis short side edge.
As preferably, the outer surface of described rustless steel perforated pipe is wound with the nylon plug net preventing little granular soil from entering, avoiding earth materials to run off, and the aperture of nylon plug net is 400 mesh.
As preferably, the cuboid permeable tank that described stainless steel trough body uses physical dimension to be 1000mm × 1000mm × 500mm, multiple stainless steel trough body arrays arrange composition grid type rain making infiltration bed, receive tank unification and be arranged on the same side within stainless steel trough body, the setting height(from bottom) receiving tank is less than stainless steel trough body top 30mm, and the physical dimension receiving tank is 450mm × 100mm × 100mm.
The invention has the beneficial effects as follows: be conducive to the topography and geomorphology of feasible simulation different proportion, more accurate for EXPERIMENTAL DESIGN and data analysis, for result theory, the most more there is referential.
Below with reference to accompanying drawing, the technique effect of design, concrete structure and the generation of the present invention is described further, to be fully understood from the purpose of the present invention, feature and effect.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Detailed description of the invention
nullWith reference to Fig. 1，This detailed description of the invention is by the following technical solutions: be applicable to the rainfall runoff captation of sponge urban construction research，Including stainless steel trough body 1、Trapezoidal skewed slot basis 2、Rustless steel perforated pipe 3、Stainless steel tube 4、Receive tank 5 and UPVC overflow pipe 6，The two bottom sides of stainless steel trough body 1 is symmetrically installed with the trapezoidal skewed slot basis 2 that cement mortar is made，It is provided with rustless steel perforated pipe 3 between trapezoidal skewed slot basis 2，The outer connection small of rustless steel perforated pipe 3 collects water tank，The outer surface of rustless steel perforated pipe 3 is wound with the nylon plug net 7 that aperture is 400 mesh，Stainless steel trough body 1 is internally installed receipts tank 5、UPVC overflow pipe 6，Receive tank 5 to be connected with outside small-sized collection water tank by stainless steel tube 4，UPVC overflow pipe 6 is connected with the bottom receiving tank 5，The overflow height of UPVC overflow pipe 6 is maintained at sustained height with the top of stainless steel trough body 1.
It should be noted that, the described trapezoidal skewed slot basis 2 height of foundation near side, stainless steel trough body 1 center and the external diameter overhead height of rustless steel perforated pipe 3 keep consistent, and trapezoidal skewed slot basis 2 is higher than the external diameter top 30mm of rustless steel perforated pipe 3 near the edge of foundation height of stainless steel trough body 1 wooden partition；The piercing aperture of described rustless steel perforated pipe 3 is 57mm, and the vertical distance of pipeline outward flange distance stainless steel trough body 1 bottom land of rustless steel perforated pipe 3 is 20mm, and rustless steel perforated pipe 3 both sides outward flange is 30mm apart from the horizontal range of trapezoidal skewed slot basis 2 short side edge.
nullThe cuboid permeable tank that this detailed description of the invention stainless steel trough body 1 uses physical dimension to be 1000mm × 1000mm × 500mm，Multiple independent stainless steel trough body 1 arrays arrange composition grid type rain making infiltration bed，Each independent permeable tank all includes runoff rainwater collection tank 5，The physical dimension receiving tank 5 is 450mm × 100mm × 100mm，Receive tank 5 unification and be arranged on the same side within stainless steel trough body 1，Receive 30mm position, tank 5 distance from top stainless steel trough body 1 top，Receive the outer connection small of tank 5 and collect water tank，Receive tank 5 and mainly collect permeable tank overflow water and outer draining、It is internal that overfall is positioned at stainless steel trough body 1，Mainly unnecessary rainwater is discharged permeable tank system by overfall，Overflow height keeps and receives tank 5 at sustained height，And by the plastic drain-pipe of DN25, overfall is connected with receiving tank 5.
This detailed description of the invention is loaded different soils material by stainless steel trough body 1 and simulates different earth surface situations, rainwash in basin can be simulated, overflow, the processes such as soil bacterial diversity, internal trapezoidal skewed slot basis 2 ensures that bottom land draining is smooth and easy, avoid bottom land to accumulate the water yield and experimental error is produced error, rustless steel perforated pipe 3 can quickly collect the amount of seepage of permeable tank, be conducive to the mensuration of amount of seepage, the nylon plug net 7 being wound around on rustless steel perforated pipe 3 mainly prevents short grained soil from entering perforation stainless steel tube, avoid the loss of earth materials, improve and clean and maintenance work；Tank 5 of receiving in permeable tank collects the overflowing rain water in the rainwash rainwater of permeable tank and basin, be conducive to the run-off in watershed to measure and spillway discharge is measured, receive tank 5 pass through UPVC overflow pipe 6 internal with stainless steel trough body 1 to connect, overflowing rain water in basin is collected tank 5 by UPVC plastic tube, it is easy to the measurement of the overflow water yield, overflow height is freely adjustable, make this device more rationally adapt to different practical situations, and guide the small-sized water tank outside rainwater entrance by stainless steel tube 4.
This detailed description of the invention both can independently be tested, also can be combined and carry out Collaborative experiment, complete function, be conducive to the topography and geomorphology of feasible simulation different proportion, may be implemented under identical conditions, carry out organizing contrast experiment more simultaneously, accelerate experiment progress, accuracy of measurement is high, reliable and stable, has wide market application foreground.
The preferred embodiment of the present invention described in detail above.Should be appreciated that those of ordinary skill in the art just can make many modifications and variations according to the design of the present invention without creative work.Therefore, all technical staff in the art, all should be in the protection domain being defined in the patent claims the most on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (5)
- null1. it is applicable to the rainfall runoff captation of sponge urban construction research，It is characterized in that: include stainless steel trough body (1)、Trapezoidal skewed slot basis (2)、Rustless steel perforated pipe (3)、Stainless steel tube (4)、Receive tank (5) and UPVC overflow pipe (6)，The two bottom sides of stainless steel trough body (1) is symmetrically installed with trapezoidal skewed slot basis (2) that cement mortar is made，It is provided with rustless steel perforated pipe (3) between trapezoidal skewed slot basis (2)，Rustless steel perforated pipe (3) outer connection small collects water tank，Stainless steel trough body (1) is internally installed receipts tank (5)、UPVC overflow pipe (6)，Receive tank (5) to be connected with outside small-sized collection water tank by stainless steel tube (4)，UPVC overflow pipe (6) is connected with the bottom receiving tank (5)，The overflow height of UPVC overflow pipe (6) is maintained at sustained height with the top of stainless steel trough body (1)；Described trapezoidal skewed slot basis (2) height of foundation near stainless steel trough body (1) side, center keeps consistent with the external diameter overhead height of rustless steel perforated pipe (3), and the edge of foundation height of close stainless steel trough body (1) wooden partition of trapezoidal skewed slot basis (2) is higher than the external diameter top 30mm of rustless steel perforated pipe (3).
- It is applicable to the rainfall runoff captation of sponge urban construction research the most as claimed in claim 1, it is characterized in that: the piercing aperture of described rustless steel perforated pipe (3) is 57mm, the vertical distance of pipeline outward flange distance stainless steel trough body (1) bottom land of rustless steel perforated pipe (3) is 20mm, and rustless steel perforated pipe (3) both sides outward flange is 30mm apart from the horizontal range of trapezoidal skewed slot basis (2) short side edge.
- It is applicable to the rainfall runoff captation of sponge urban construction research the most as claimed in claim 1, it is characterized in that: the outer surface of described rustless steel perforated pipe (3) is wound with nylon plug net (7) preventing little granular soil from entering, avoiding earth materials to run off, and the aperture of nylon plug net (7) is 400 mesh.
- It is applicable to the rainfall runoff captation of sponge urban construction research the most as claimed in claim 1, it is characterized in that: the setting height(from bottom) of described receipts tank (5) is less than stainless steel trough body (1) top 30mm, the physical dimension receiving tank (5) is 450mm × 100mm × 100mm.
- It is applicable to the rainfall runoff captation of sponge urban construction research the most as claimed in claim 1, it is characterised in that: the cuboid permeable tank that described stainless steel trough body (1) uses physical dimension to be 1000mm × 1000mm × 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610508009.2A CN105971098A (en) | 2016-07-01 | 2016-07-01 | Rainfall runoff collecting device suitable for research of construction of sponge city |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610508009.2A CN105971098A (en) | 2016-07-01 | 2016-07-01 | Rainfall runoff collecting device suitable for research of construction of sponge city |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971098A true CN105971098A (en) | 2016-09-28 |
Family
ID=56953442
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610508009.2A Pending CN105971098A (en) | 2016-07-01 | 2016-07-01 | Rainfall runoff collecting device suitable for research of construction of sponge city |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971098A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155629A (en) * | 2020-02-17 | 2020-05-15 | 上海徐汇规划建筑设计有限公司 | Novel big or small rainwater reposition of redundant personnel well in sponge city |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090090987A (en) * | 2008-02-21 | 2009-08-26 | 한국건설기술연구원 | Multifunctional trough infiltration trench system and rainwater management method using the same |
| JP4445168B2 (en) * | 2001-09-14 | 2010-04-07 | アロン化成株式会社 | Rainwater infiltration system |
| CN203095721U (en) * | 2013-02-01 | 2013-07-31 | 北京建筑工程学院 | Urban road stormwater runoff ecological coprocessing device |
| CN104807735A (en) * | 2015-04-23 | 2015-07-29 | 北京市园林科学研究院 | Soil leachate drainage metering device |
| CN204919661U (en) * | 2015-07-14 | 2015-12-30 | 誊录企业有限公司 | Structure is collected to rainwater |
| CN205205920U (en) * | 2015-12-11 | 2016-05-04 | 江苏城市职业学院 | Rainwater garden |
| CN205776704U (en) * | 2016-07-01 | 2016-12-07 | 广东省建筑设计研究院 | A kind of rainfall runoff captation being applicable to sponge urban construction research |
-
2016
- 2016-07-01 CN CN201610508009.2A patent/CN105971098A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4445168B2 (en) * | 2001-09-14 | 2010-04-07 | アロン化成株式会社 | Rainwater infiltration system |
| KR20090090987A (en) * | 2008-02-21 | 2009-08-26 | 한국건설기술연구원 | Multifunctional trough infiltration trench system and rainwater management method using the same |
| CN203095721U (en) * | 2013-02-01 | 2013-07-31 | 北京建筑工程学院 | Urban road stormwater runoff ecological coprocessing device |
| CN104807735A (en) * | 2015-04-23 | 2015-07-29 | 北京市园林科学研究院 | Soil leachate drainage metering device |
| CN204919661U (en) * | 2015-07-14 | 2015-12-30 | 誊录企业有限公司 | Structure is collected to rainwater |
| CN205205920U (en) * | 2015-12-11 | 2016-05-04 | 江苏城市职业学院 | Rainwater garden |
| CN205776704U (en) * | 2016-07-01 | 2016-12-07 | 广东省建筑设计研究院 | A kind of rainfall runoff captation being applicable to sponge urban construction research |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155629A (en) * | 2020-02-17 | 2020-05-15 | 上海徐汇规划建筑设计有限公司 | Novel big or small rainwater reposition of redundant personnel well in sponge city |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105911231A (en) | Urban underlying surface rainfall runoff infiltration simulation experiment system | |
| CN101436359B (en) | Apparatus for establishing urban water-through surface water collection effect test | |
| CN103308666B (en) | Water amount balance test device for slope land | |
| CN106769798B (en) | Water storage brick, permeable pavement performance detector and detection method | |
| CN103886152A (en) | Drainage basin water catchment range manufacturing method based on urban concave downward flyover area DEM | |
| CN206844282U (en) | The collection and purification of town road rainfall runoff utilize system | |
| CN105717023B (en) | A kind of permeable structure performance detector and detection method | |
| CN102607892A (en) | Method and device for collecting and measuring leakage water of large-scale rice field undisturbed soil column | |
| CN201697855U (en) | Rainfall erosion monitoring groove | |
| CN102561253A (en) | Washout district of original-state in-situ gully system | |
| CN103116001B (en) | Arid and semi-arid alpine region preferential flow observation procedure | |
| CN105971098A (en) | Rainfall runoff collecting device suitable for research of construction of sponge city | |
| CN205776704U (en) | A kind of rainfall runoff captation being applicable to sponge urban construction research | |
| CN101858107A (en) | Method for designing rainwater treatment and utilization facility | |
| CN210713121U (en) | Runoff plot device for karst region | |
| CN202648912U (en) | Artificial rainfall radial flow soil water motion simulation experiment system | |
| CN111551217A (en) | Remote automatic monitoring and editing system for field surface runoff and interflow | |
| CN106592687A (en) | Rainwater collection system for container-type movable house | |
| CN201465405U (en) | Farmland nutrient loss approach simulating device | |
| CN213365075U (en) | Embedded shape-preserving rainfall monitoring device for ground | |
| CN204694307U (en) | A kind of for orchard rainwash in site measurement minimum facility | |
| CN203365429U (en) | Water balance testing device for sloping field | |
| CN205910098U (en) | Divide storehouse formula artificial rainfall simulation infiltration bed | |
| CN111443183A (en) | Portable slope runoff water and sand collecting groove | |
| CN207567921U (en) | A kind of monitoring well device based on sponge city blind drainage system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160928 |
|
| RJ01 | Rejection of invention patent application after publication |