CN106869283A - A kind of speed oozes formula rainwater treatment method - Google Patents
A kind of speed oozes formula rainwater treatment method Download PDFInfo
- Publication number
- CN106869283A CN106869283A CN201710203201.5A CN201710203201A CN106869283A CN 106869283 A CN106869283 A CN 106869283A CN 201710203201 A CN201710203201 A CN 201710203201A CN 106869283 A CN106869283 A CN 106869283A
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- China
- Prior art keywords
- vertical
- speed
- treatment method
- collecting tray
- straight tube
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
-
- 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
- E03F5/0401—Gullies for use in roads or pavements
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Road Paving Structures (AREA)
- Sewage (AREA)
Abstract
Formula rainwater treatment method is oozed the invention discloses a kind of speed, it is characterized in that：It is collected on ground surface for rainwater, underground water storage soil layer is seeped into vertical drainage feeding underground, with speed by way of permeating, realizes the supplement to underground water.The inventive method is that rainfall water resource is directly utilized; rainwater is introduced directly into sub-surface; greatly it is beneficial to the protection to earth's surface environmental ecology, it is to avoid the rainfall various harm that especially heavy rain brings to ground environment and ground surface works, the social effect with active, disaster reduction and prevention in advance.
Description
Technical field
The present invention relates to the rainwater treatment method in earth's surface engineering construction, more specifically road, square, greening,
In the engineering constructions such as gardens, rainfall is collected in earth's surface, and during drainage penetrates into soil layer, realizes the direct draining in ground, and
For underground water makees ecological supply.
Background technology
It is the valuable water resource to form rivers that zonal heavy rain collects on ground.In earth's surface engineering, such as road sets
Meter, square, afforestation project, Garden Engineering, slope engineering and housing project etc., are mainly for rainfall take draining at present
Processing mode, for rainwater, rain drainage pipe or irrigation canals and ditches are set, and further carry out sewage disposal.This processing mode is related to
And the construction of drainage system, the engineering construction cycle is long, construction investment is big；Usually there is water because of impeded drainage when coming into operation
Evil；Meanwhile, it is great waste to natural water resources that rainwater by the form of blowdown process；The form of rain dirt mixing is more
It is that rainwater is mixed into sewage, considerably increases the pressure of sewage work treatment.
The content of the invention
The present invention is to avoid the deficiency existing for above-mentioned prior art, there is provided a kind of speed oozes formula rainwater treatment method, with
Effective utilization, water conservation, while also reducing the pressure of sewage work treatment.
The present invention is adopted the following technical scheme that to solve technical problem：
The characteristics of speed of the present invention oozes formula rainwater treatment method be：It is collected on ground surface for rainwater, by vertical
Underground is sent into drainage, speed is seeped into underground water storage soil layer in the way of permeating, and realizes the supplement to underground water.
The characteristics of speed of the present invention oozes formula rainwater treatment method lies also in：Rainfall speed is set and oozes device, with vertical straight tube, institute
The top for stating vertical straight tube is provided with funnelform collecting tray, and the upper notch of the collecting tray is opening in ground surface, is confluxed
The base opening of groove is connected with vertical straight tube, and vertical osmos tube, the vertical osmos tube are connected with the bottom of the vertical straight tube
It is embedded in the water storage soil layer of underground, water seepage hole is distributed with the bottom of the vertical osmos tube and side wall, makes rainwater pass through to conflux
Groove is collected to vertical straight tube, and is permeated the ground water storage soil layer through vertical osmos tube, in the vertical straight tube with vertical osmos tube
Fill big particle diameter gravel.
The characteristics of speed of the present invention oozes formula rainwater treatment method lies also in：Rainfall speed is oozed into device on the ground of the various occasions in city
Face is distributed in array, and the various occasions include square and road, are on green belt or non-green belt.
The characteristics of speed of the present invention oozes formula rainwater treatment method lies also in：In the top surface of the collecting tray, screen top cover is set,
Collecting tray is carried out using screen top cover blocks foreign matter.
Compared with the prior art, the present invention has the beneficial effect that：
1st, the inventive method is that rainfall water resource is directly utilized, and rainwater is introduced directly into sub-surface, greatly
It is beneficial to the protection to earth's surface environmental ecology, it is to avoid the rainfall various danger that especially heavy rain brings to ground environment and ground surface works
Evil, the social effect with active, disaster reduction and prevention in advance；
2nd, the inventive method implements ecological supplement to underground water using rainfall, rainfall is obtained effective ecological profit
With；On the other hand, because underground water is supplemented, the exhaustion of underground water can effectively be slowed down, and slow down because ground water development causes
Land subsidence the problems such as, with certain ecological protection effect；
3rd, the inventive method can greatly reduce the drainage system and sewage treatment project construction implemented for rainwater treatment, section
Construction investment is saved, the operating cost of sewage disposal is reduced.
4th, in the present invention rainfall speed to ooze apparatus structure simple, it is easy to implement, low cost.
Brief description of the drawings
Fig. 1 for the present invention in rainfall speed ooze device facade structures schematic diagram；
Fig. 2 for the present invention in rainfall speed ooze device overlooking the structure diagram；
Label in figure：1 screen top cover, 2 collecting trays, 3 vertical straight tubes, 4 vertical osmos tubes, 5 big particle diameter gravels, 6 water seepage holes 7
Lower water storage soil layer.
Specific embodiment
This implementation is that to ooze formula rainwater treatment method using speed be that rainwater is collected on ground surface, by vertical drainage
Send into underground, speed is seeped into underground water storage soil layer in the way of permeating, and realizes the supplement to underground water.
As depicted in figs. 1 and 2, rainfall speed is set and oozes device, with vertical straight tube 3, the top of vertical straight tube 3 is provided with and is in
Funnelform collecting tray 2, the upper notch of collecting tray 2 is opening in ground surface, and the base opening of collecting tray 2 is connected with vertical straight tube 3,
Vertical osmos tube 4 is connected with the bottom of vertical straight tube 3, vertical osmos tube 4 is embedded in underground water storage soil layer 7, is vertically being oozed
The bottom of saturating pipe 4 and side wall are distributed with water seepage hole 6, rainwater is collected to vertical straight tube 3 by collecting tray 2, and through vertical infiltration
Water seepage hole 6 in pipe 4 is permeated the ground water storage soil layer 7, and big particle diameter gravel 5 is filled in vertical straight tube 3 with vertical osmos tube 4, profit
Overall structure is formed with vertical straight tube 3 and vertical osmos tube 4 with big particle diameter gravel, stratum lateral pressure is born jointly, and keep
Hole body stabilization, the space that big particle diameter gravel is formed turns into rain water channel, makes rainwater shape under deadweight potential energy and osmotic pressure effect
Into the axial dispersion of water body, the function that speed is oozed is realized；Screen top cover 1 is set in the top surface of collecting tray 3, is hindered using screen top cover 1
Gear foreign matter enters collecting tray 2.
In specific implementation, rainfall speed is oozed into device and is distributed in array on the ground of the various occasions in city, various occasion bags
Square and road are included, can be on green belt or non-green belt.
Claims (4)
1. a kind of speed oozes formula rainwater treatment method, it is characterized in that：It is collected on ground surface for rainwater, by vertical drainage
Send into underground, speed is seeped into underground water storage soil layer in the way of permeating, and realizes the supplement to underground water.
2. speed according to claim 1 oozes formula rainwater treatment method, it is characterized in that：Rainfall speed is set and oozes device, with perpendicular
To straight tube (3), the top of the vertical straight tube (3) is provided with funnelform collecting tray (2), the upper groove of the collecting tray (2)
Mouth is opening in ground surface, and the base opening of collecting tray (2) is connected with vertical straight tube (3), is connected in the bottom of the vertical straight tube (3)
Vertical osmos tube (4) is connected to, the vertical osmos tube (4) is embedded in underground water storage soil layer (7), in the vertical osmos tube
(4) bottom and side wall is distributed with water seepage hole (6), rainwater is collected to vertical straight tube (3) by collecting tray (2), and through vertical
Osmos tube (4) permeates the ground water storage soil layer (7), the big particle diameter gravel of filling in the vertical straight tube (3) and vertical osmos tube (4)
(5)。
3. speed according to claim 2 oozes formula rainwater treatment method, it is characterized in that：Rainfall speed is oozed into device various in city
The ground of occasion is distributed in array, and the various occasions include square and road, are on green belt or non-green belt.
4. the speed according to Claims 2 or 3 oozes formula rainwater treatment method, it is characterized in that：In the top surface of the collecting tray (2)
Screen top cover (1) is set, stops that foreign matter carries out collecting tray (2) using screen top cover (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710203201.5A CN106869283A (en) | 2017-03-30 | 2017-03-30 | A kind of speed oozes formula rainwater treatment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710203201.5A CN106869283A (en) | 2017-03-30 | 2017-03-30 | A kind of speed oozes formula rainwater treatment method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106869283A true CN106869283A (en) | 2017-06-20 |
Family
ID=59159646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710203201.5A Pending CN106869283A (en) | 2017-03-30 | 2017-03-30 | A kind of speed oozes formula rainwater treatment method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106869283A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975124A (en) * | 2017-11-30 | 2018-05-01 | 西安理工大学 | Sponge city sand drain system |
| CN113149355A (en) * | 2021-04-23 | 2021-07-23 | 中国水利水电第五工程局有限公司 | Water environment treatment method based on sponge city concept |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102006000631A1 (en) * | 2006-01-03 | 2007-07-05 | Josef Renner | Slack water discharging method for use in slot of stair outlet, involves inserting leak-water pipe into borehole and/or excavation, where pipe leads into ground water soil, and decanting pipe outwardly with grits or gravels |
| JP2011032695A (en) * | 2009-07-31 | 2011-02-17 | Sekisui Plastics Co Ltd | Rainwater subterranean infiltration facility |
| CN205063005U (en) * | 2015-10-28 | 2016-03-02 | 广州城建职业学院 | Can carry out novel rainwater well that compensates to groundwater |
| JP2016048007A (en) * | 2014-08-28 | 2016-04-07 | 株式会社奥村組 | Permeation basin |
| CN105569159A (en) * | 2015-12-14 | 2016-05-11 | 路金铭 | Water seepage structure and method |
| CN205637041U (en) * | 2016-05-17 | 2016-10-12 | 天津城建大学 | Grit seepage well suitable for sponge city construction |
| CN106065655A (en) * | 2016-06-28 | 2016-11-02 | 岭南园林股份有限公司 | The method that flood diversion equipment and application flood diversion equipment solve urban waterlogging |
| CN205935144U (en) * | 2016-08-18 | 2017-02-08 | 中泰国际高新技术有限公司 | Prefabricated infiltration well |
-
2017
- 2017-03-30 CN CN201710203201.5A patent/CN106869283A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102006000631A1 (en) * | 2006-01-03 | 2007-07-05 | Josef Renner | Slack water discharging method for use in slot of stair outlet, involves inserting leak-water pipe into borehole and/or excavation, where pipe leads into ground water soil, and decanting pipe outwardly with grits or gravels |
| JP2011032695A (en) * | 2009-07-31 | 2011-02-17 | Sekisui Plastics Co Ltd | Rainwater subterranean infiltration facility |
| JP2016048007A (en) * | 2014-08-28 | 2016-04-07 | 株式会社奥村組 | Permeation basin |
| CN205063005U (en) * | 2015-10-28 | 2016-03-02 | 广州城建职业学院 | Can carry out novel rainwater well that compensates to groundwater |
| CN105569159A (en) * | 2015-12-14 | 2016-05-11 | 路金铭 | Water seepage structure and method |
| CN205637041U (en) * | 2016-05-17 | 2016-10-12 | 天津城建大学 | Grit seepage well suitable for sponge city construction |
| CN106065655A (en) * | 2016-06-28 | 2016-11-02 | 岭南园林股份有限公司 | The method that flood diversion equipment and application flood diversion equipment solve urban waterlogging |
| CN205935144U (en) * | 2016-08-18 | 2017-02-08 | 中泰国际高新技术有限公司 | Prefabricated infiltration well |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975124A (en) * | 2017-11-30 | 2018-05-01 | 西安理工大学 | Sponge city sand drain system |
| CN113149355A (en) * | 2021-04-23 | 2021-07-23 | 中国水利水电第五工程局有限公司 | Water environment treatment method based on sponge city concept |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20170620 |