CN106592525A - Self-starting type side slope siphoning drainage system - Google Patents
Self-starting type side slope siphoning drainage system Download PDFInfo
- Publication number
- CN106592525A CN106592525A CN201611092754.XA CN201611092754A CN106592525A CN 106592525 A CN106592525 A CN 106592525A CN 201611092754 A CN201611092754 A CN 201611092754A CN 106592525 A CN106592525 A CN 106592525A
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- China
- Prior art keywords
- air chamber
- siphon
- side slope
- exhaustor
- siphoning
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Jet Pumps And Other Pumps (AREA)
Abstract
The invention provides a self-starting type side slope siphoning drainage system. When a siphoning drainage method is used, in the dry season with little rainfall, the underwater water level is lowered, no water on a slope body needs to be drained through the siphoning effect, the siphoning drainage system is in an inoperation state, air dissolved in water can be separated out in a bubble form and is accumulated in a siphon continuously, the vacuum degree in the siphon is lowered, and thus the problem that siphoning is difficult to start again or even the siphonage disappears is caused. The system is composed of a vertical type dyke, an air chamber, the siphon, an exhaust pipe, a blowdown pipe and check valves. The air chamber is arranged at the top of the vertical type dyke. One end of the siphon extends into the position below the underwater water level of a side slope, and the other end of the siphon penetrates through the air chamber and extends into the position below the sea level. One end of the exhaust pipe extends to the position below the underground water level of the rear edge of the side slope, and the other end of the exhaust pipe is connected with the air chamber. The blowdown pipe is arranged at the upper end of the air chamber. The exhaust pipe and the blowdown pipe are both internally provided with the check valves.
Description
Technical field
The invention belongs to Geotechnical Engineering field, more particularly to a kind of system of seashore slope drainage.
Background technology
China is vast in territory, and geology terrain environment is complicated, and geological disaster takes place frequently, and wherein landslide disaster is lived to human being's production
Constitute grave danger.The generation of most of landslide disasters is relevant with WATER LEVEL CHANGES.The rising of level of ground water causes slip mass
Unit weight increases, and sliding surface effective stress is reduced, and shearing strength reduces, and then causes landslide failure.For side slope, when before slope, water level is fast
When speed declines, in slope, subsoil water produces penetration to seepage flow outside slope, increases sliding force, promotes landslide failure.Therefore discharge in time
Subsoil water in side slope, keeps stability of groundwater level, all extremely crucial to preventing and treating landslide disaster and emergency processing.
In conventional slope drainage method：Horizontal gravity formula drainage efficiency is low, needs the drilling grown very much, uses for a long time
The problem of obstruction occurs；The construction of subdrainage hole is complicated, and quantities is big, high cost；Sump draws water needs lasting power
Source, while difficult in maintenance.Summary slope drainage method, has scholar to propose siphon drainage theory, side slope siphon drainage side
There is method osculum to arrange that convenient, water-collecting capacity is strong, section drainage effect is good, drillable lengths that are needing are little, engineering construction speed is fast
The advantages of, but in the engineering using siphon drainage method, when running into drought season, level of ground water is reduced, and slopes do not have
There is water to need to discharge by siphonage, siphon drainge system would be at the state of quitting work, the air meeting being dissolved in the water
Gradually separated out in the form of bubble, in siphon will continuous accumulation air, reduce the vacuum in siphon, cause siphon
It is difficult to be again started up even siphonage to disappear.
The content of the invention
For siphon drainage method used in prior art be seashore slope drainage when, because level of ground water decline siphonage
After time-out, in siphon, vacuum is reduced, and siphonage is difficult the defect voluntarily recovered.The present invention provides one kind and utilizes wave energy
Start the siphon drainge system of siphonage in real time.
The technical solution adopted for the present invention to solve the technical problems is：A kind of self set-up type side slope siphon drainge system,
It is made up of vertical type dykes and dams, air chamber, siphon, exhaustor, blowdown pipe, check valve, side is built in the parallel coastline of vertical type dykes and dams in
Before slope, the dam crest of vertical type dykes and dams arranges air chamber, and siphonal one end is extend into below slope underground water bit line, siphon
The other end extend into below seawater levels through air chamber, one end of exhaustor extend into the phreatic line of the trailing edge of side slope with
Under, the other end of exhaustor is connected with air chamber, and blowdown pipe is arranged on air chamber upper end, all arranges unidirectional inside exhaustor and blowdown pipe
Valve.
The front end of described air chamber is buried in below seawater levels 30cm.Described exhaustor, gas can only be by unidirectional
Valve discharges air chamber, and gas can not cover air chamber；Described blowdown pipe, gas can only cover air chamber by check valve, it is impossible to discharge
Air chamber.
When self set-up type side slope siphon drainge system works, under wave action, in air chamber there is fierce concussion in liquid level.
When in air chamber, liquid level declines, the pressure step-down in air chamber, blowdown pipe cover air, under the water level of siphonal water outlet
Drop, in siphon, vacuum increases, and provides power for siphonage, even if causing when slope underground water position drops to certain limit
Siphonage is temporarily ceased, and when level of ground water is raised again, siphonage also voluntarily can be recovered, it is ensured that side slope is continuously
Draining；When air chamber liquid level is raised, the pressure in air chamber is raised, and the air that exhaustor is discharged enters side slope, what exhaustor was discharged
Air is entered in the trailing edge soil body of side slope, forms non-saturated region, changes the percolation path of slope underground water, flows out water domatic,
So as to reduce the level of ground water of side slope.
1. due to the design of air chamber of the present invention, under wave action, there is fierce concussion, air chamber liquid in the liquid level in air chamber
When face reduces, the water level of siphon water outlet increases the vacuum in siphon also with reduction, provides dynamic to siphonage
Power, is that the voluntarily recovery of siphonage provides safeguard.
2. due to the design of exhaustor of the present invention, after in air chamber, pressure is raised, expellant gas enter side slope, are formed non-
Saturation region, changes the percolation path of slope underground water, flows out water domatic, reaches the effect of inflatable drainage, so as to reduce side slope
Level of ground water.
3., due to the design of blowdown pipe of the present invention, from after exhaustor discharge, blowdown pipe constantly carries out QI invigorating to gas room air,
Make whole system maintain a dynamic equilibrium, constantly play a role.
Description of the drawings
Fig. 1 is overall structure diagram of the present invention.
Fig. 2 is the partial schematic diagram of the vertical type dykes and dams part of the present invention.
In figure, 1 side slope, 2 vertical type dykes and dams, 3 air chambers, 4 siphons, 5 exhaustors, 6 blowdown pipes, 7 phreatic lines, 8
Non-saturated region, 9 check valves.
Specific embodiment
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings, the purpose of the present invention and effect will
Become apparent from.
As shown in Figure 1-2, a kind of self set-up type side slope siphon drainge system, by vertical type dykes and dams 2, air chamber 3, siphon 4,
Exhaustor 5, blowdown pipe 6, check valve 9 are constituted, and 2 parallel coastline of vertical type dykes and dams is built in before side slope 1, vertical type dykes and dams 2
Dam crest air chamber 3 is set, one end of siphon 4 extend into the phreatic line of side slope 1 below 7, and the other end of siphon 4 is passed through
Air chamber 3 is extend into below seawater levels, and one end of exhaustor 5 extend into the phreatic line of the trailing edge of side slope 1 below 7, aerofluxuss
The other end of pipe 5 is connected with air chamber 3, and blowdown pipe 6 is arranged on 3 upper end of air chamber, all arranges unidirectional inside exhaustor 5 and blowdown pipe 6
Valve 9.
Described 3 front end of air chamber is buried in below seawater levels 30cm.Described exhaustor 5, gas can only be by unidirectional
Valve 9 discharges air chamber 3, and gas can not cover air chamber 3, and described blowdown pipe 6, gas can only cover air chamber 3 by check valve 9, no
Air chamber 3 can be discharged.
When self set-up type side slope siphon drainge system works, under wave action, in air chamber 3 there is fierce shake in liquid level
Swing.When in air chamber 3, liquid level declines, the pressure step-down in air chamber 3, blowdown pipe 6 cover air, the water outlet of siphon 4
Water level decreasing, in siphon 4, vacuum increases, and provides power for siphonage, even if when the level of ground water of side slope 1 drops to one
Determining scope causes siphonage to temporarily cease, and when level of ground water is raised again, siphonage also voluntarily can be recovered, it is ensured that side slope
1 continuously draining；When 3 liquid level of air chamber is raised, the pressure in air chamber 3 is raised, and the air that exhaustor 5 is discharged enters side slope
In the 1 trailing edge soil body, non-saturated region 8 is formed, change the percolation path of 1 subsoil water of side slope, flow out water domatic, so as to reduce side
The level of ground water on slope 1.
Claims (3)
1. a kind of self set-up type side slope siphon drainge system, it is characterised in that by vertical type dykes and dams (2), air chamber (3), siphon
(3), exhaustor (5), blowdown pipe (6), check valve (9) composition, before side slope (1) is built in the parallel coastline of vertical type dykes and dams (2) in
Face, the dam crest of vertical type dykes and dams (2) arrange air chamber (3), and one end of siphon (3) extend into the phreatic line (7) of side slope (1)
Hereinafter, the other end of siphon (3) is extend into below seawater levels through air chamber (3), and one end of exhaustor (5) extend into side slope
(1) below, the other end of exhaustor (5) is connected the phreatic line (7) of trailing edge with air chamber (3), and blowdown pipe (6) is arranged on gas
Inside room (3) upper end, exhaustor (5) and blowdown pipe (6), check valve (9) is all set.
2. a kind of self set-up type side slope siphon drainge system as claimed in claim 1, it is characterised in that described air chamber (3)
Front end is buried in below seawater levels 30cm.
3. a kind of self set-up type side slope siphon drainge system as claimed in claim 2, it is characterised in that described exhaustor
(5), gas can only discharge air chamber (3) by check valve (9), and gas can not cover air chamber (3), described blowdown pipe (6), gas
Air chamber (3) can only be covered by check valve (9), it is impossible to discharge air chamber (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611092754.XA CN106592525B (en) | 2016-11-28 | 2016-11-28 | Self set-up type side slope siphon drainge system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611092754.XA CN106592525B (en) | 2016-11-28 | 2016-11-28 | Self set-up type side slope siphon drainge system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106592525A true CN106592525A (en) | 2017-04-26 |
| CN106592525B CN106592525B (en) | 2018-05-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611092754.XA Active CN106592525B (en) | 2016-11-28 | 2016-11-28 | Self set-up type side slope siphon drainge system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316972A (en) * | 2018-04-13 | 2018-07-24 | 范雲鹤 | A kind of inflation startup formula tunnel drainage system and method |
| CN108570980A (en) * | 2018-04-13 | 2018-09-25 | 范雲鹤 | Inverse pressure recovery formula slope drainage system and method |
| CN110805050A (en) * | 2019-11-23 | 2020-02-18 | 桐乡市倍特科技有限公司 | Coast side slope drainage system |
| CN114606960A (en) * | 2022-03-31 | 2022-06-10 | 三峡大学 | Slope negative pressure suction drainage reinforcement system and method |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805051B (en) * | 2019-11-23 | 2021-04-30 | 广西珠委南宁勘测设计院 | Drainage system along river slope |
| CN110777910B (en) * | 2019-11-23 | 2021-03-23 | 嘉兴金喜莱科技有限公司 | River bank side slope drainage system |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3755037B2 (en) * | 2002-04-11 | 2006-03-15 | 独立行政法人土木研究所 | Clogging prevention device for collecting pipe for groundwater drainage facility |
| CN101251524A (en) * | 2008-04-01 | 2008-08-27 | 长江水利委员会长江勘测规划设计研究院 | Aggregation type multifunctional earth work current surveying machine |
-
2016
- 2016-11-28 CN CN201611092754.XA patent/CN106592525B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3755037B2 (en) * | 2002-04-11 | 2006-03-15 | 独立行政法人土木研究所 | Clogging prevention device for collecting pipe for groundwater drainage facility |
| CN101251524A (en) * | 2008-04-01 | 2008-08-27 | 长江水利委员会长江勘测规划设计研究院 | Aggregation type multifunctional earth work current surveying machine |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316972A (en) * | 2018-04-13 | 2018-07-24 | 范雲鹤 | A kind of inflation startup formula tunnel drainage system and method |
| CN108570980A (en) * | 2018-04-13 | 2018-09-25 | 范雲鹤 | Inverse pressure recovery formula slope drainage system and method |
| CN108570980B (en) * | 2018-04-13 | 2023-12-29 | 范雲鹤 | Reverse pressure recovery type slope drainage system and method |
| CN108316972B (en) * | 2018-04-13 | 2024-01-23 | 山东瑞普新材料科技有限公司 | Inflation starting type tunnel drainage system and method |
| CN110805050A (en) * | 2019-11-23 | 2020-02-18 | 桐乡市倍特科技有限公司 | Coast side slope drainage system |
| CN114606960A (en) * | 2022-03-31 | 2022-06-10 | 三峡大学 | Slope negative pressure suction drainage reinforcement system and method |
| CN114606960B (en) * | 2022-03-31 | 2023-12-08 | 山东顺兴隆建设工程有限公司 | Slope negative pressure suction drainage reinforcement system and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106592525B (en) | 2018-05-29 |
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Inventor after: Sun Hongyue Inventor after: Fan Yunhe Inventor after: Yu Yang Inventor before: Fan Yunhe Inventor before: Sun Hongyue Inventor before: Yu Yang |
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