CN111794204B - Automatic drainage structure in side slope based on rainfall - Google Patents

Automatic drainage structure in side slope based on rainfall Download PDF

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Publication number
CN111794204B
CN111794204B CN202010686713.3A CN202010686713A CN111794204B CN 111794204 B CN111794204 B CN 111794204B CN 202010686713 A CN202010686713 A CN 202010686713A CN 111794204 B CN111794204 B CN 111794204B
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pipe
drainage
slope
water
drain
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CN111794204A (en
Inventor
徐峰
阎宗岭
柴贺军
唐胜传
李海平
贾学明
刘中帅
徐建强
温辉波
谭玲
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China Merchants Chongqing Communications Research and Design Institute Co Ltd
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China Merchants Chongqing Communications Research and Design Institute Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The invention discloses a rainfall-based automatic drainage structure in a side slope, which comprises: side slope, collection rain device, first drain pipe, second drain pipe, three-way pipe and third drain pipe, the slope bottom of side slope is provided with the escape canal, be provided with the wash port on the domatic of side slope, the collection rain device sets up the top of the slope of side slope, first drain pipe connects collection rain device, the second drain pipe is connected the wash port, the third drain pipe is connected the escape canal, first drain pipe, second drain pipe and third drain pipe pass through the three-way pipe is connected. The invention provides a method for collecting rainwater through a rainwater collecting device, wherein the rainwater collected by the rainwater collecting device reaches the elevation and is automatically drained through a drain pipe, so that the accumulated water of the drain hole is drained by siphon starting, the water level line in the slope is reduced, and landslide disasters caused by overhigh underground water level in the slope are prevented.

Description

Automatic drainage structure in side slope based on rainfall
Technical Field
The invention relates to the technical field of side slope drainage, in particular to a side slope internal automatic drainage structure based on rainfall
Background
The rainfall infiltration causes the underground water level of the side slope to rise, and landslide disasters are easily induced. The underground water in the slope is discharged in time, the underground water level in the slope is controlled below a safe water level surface, and the method has important significance for preventing landslide disasters. The siphon is a physical phenomenon that liquid is pushed to flow by the action force of the height difference of the liquid level, the flowing process and the flow rate of the siphon are automatically controlled by the change of the liquid level, and the physical characteristics very accord with the requirement of slope drainage and are suitable for popularization and application in slope drainage.
The siphon is filled with air in the initial state, the siphon needs to be filled with water under the action of external force when being started, and the top of the siphon forms a negative pressure environment under the action of the gravity of liquid in the sewer pipe so that the water in the upper water pipe of the siphon rises under the action of pressure difference to form siphon. Therefore, the siphon starting process is to remove the original air in the siphon pipe and fill the pipe with water. Common siphon start methods are: pumping water from the water outlet, reversely pressing the water outlet, reversely irrigating and the like. In order to fill the siphon with water, the most direct way is to install a water pumping device at the water outlet and start the siphon by pumping water, such as a vacuum pump, a high-pressure manual pump and the like. Because slope siphon drainage process has characteristics such as intermittent type nature, slow mobility and high lift, can be in siphon process and the long-time in-process that stops flowing air that the intraductal air accumulation can lead to the siphon to be interrupted. If the groundwater in the slope is low, energy and water resource waste can be caused by frequently pumping water to start siphoning, and if the groundwater in the slope is high, but the siphoning is not started in time, landslide disasters can be induced.
Disclosure of Invention
The invention aims to provide a slope internal automatic drainage structure based on rainfall, which is used for starting siphoning in time according to the rainfall so as to prevent landslide disasters caused by overhigh underground water level in a slope.
In order to achieve the above object, the present invention provides a slope interior automatic drainage structure based on rainfall, comprising: side slope, collection rain device, first drain pipe, second drain pipe, three-way pipe and third drain pipe, the slope bottom of side slope is provided with the escape canal, be provided with the wash port on the domatic of side slope, collection rain device sets up the top of the slope of side slope, first drain union coupling collection rain device, the second drain union coupling the wash port, the third drain union coupling the escape canal, first drain pipe, second drain pipe and third drain pipe pass through the three-way pipe is connected, collection rain device can collect the rainwater and pass through first drain pipe drainage makes the siphon start-up discharge the ponding of wash port.
Optionally, the rain collecting device includes: rain collector, breakwater, water collection switch, float switch and base, rain collector is including the collection mouth that is used for collecting the rainwater, the breakwater part shelters from collect the mouth, water collection switch with the breakwater is connected in order to adjust and shelters from collect the area of mouth, rain collector passes through the base sets up on the slope, first calandria connection rain collector, the float switch sets up make in the rain collector first calandria with rain collector intercommunication or close.
Optionally, the water baffle is parallel to the plane of the collecting opening, and the water baffle is slidably disposed on the rain collector.
Optionally, the water baffle and the plane where the collecting port is located form an included angle, and the water baffle is rotatably arranged on the rain collector.
Optionally, a filtering device is sleeved outside the pipe orifice of the second water discharging pipe.
Optionally, the filter device comprises a strainer disposed between the second drain pipe and the drain hole.
Optionally, a check valve is arranged between the second water discharge pipe and the three-way pipe.
Optionally, a water seal container is arranged in the drainage ditch, and the end of the third drainage pipe is arranged in the water seal container.
Optionally, in the vertical direction, the elevation of the bottom of the drain hole is higher than the elevation of the bottom of the drain ditch.
The invention provides a side slope internal automatic drainage structure based on rainfall, comprising: the rainwater collecting device can collect rainwater and drain water through the drain pipe, so that siphon is started to drain accumulated water of the drain hole. According to the automatic drainage structure based on rainfall for the interior of the side slope, rainwater is collected through the rainwater collection device, when the underground water level of the side slope rises and drainage is needed, the rainwater collected by the rainwater collection device reaches the elevation and is automatically drained through the drainage pipe, so that siphon is started to drain accumulated water of the drainage hole, and landslide disasters caused by overhigh underground water level in the slope are prevented.
Drawings
Fig. 1 is a schematic view of a structure of automatic drainage inside a side slope based on rainfall according to an embodiment of the present invention;
fig. 2 is a schematic view of a rain collecting device according to an embodiment of the present invention.
Wherein: 1-a rain collecting device, 11-a rain collector, 12-a water baffle, 13-a water collecting switch, 14-a floating ball switch, 15-a base, 2-a first drain pipe, 3-a drain hole, 4-a water filter pipe, 5-a second drain pipe, 6-a three-way pipe, 7-a third drain pipe, 8-a drain pipe, 9-a water seal container and 10-a one-way valve.
Detailed Description
The following describes in more detail embodiments of the present invention with reference to the schematic drawings. Advantages and features of the present invention will become apparent from the following description and claims. It is to be noted that the drawings are in a very simplified form and are not to precise scale, which is merely for the purpose of facilitating and distinctly claiming the embodiments of the present invention.
Fig. 1 is a schematic view of a slope internal automatic drainage structure based on rainfall according to an embodiment of the present invention, and fig. 2 is a schematic view of a rain collecting device according to an embodiment of the present invention, and referring to fig. 1 to fig. 2, the slope internal automatic drainage structure based on rainfall includes: side slope, collection rain device 1, first drain pipe 2, second drain pipe 5, three-way pipe 6 and third drain pipe 7, the slope bottom of side slope is provided with escape canal 8, be provided with wash port 3 on the domatic of side slope, collection rain device 1 sets up the top of the slope of side slope, first drain pipe 2 is connected collection rain device 1, second drain pipe 5 is connected wash port 3, the end of second drain pipe 5 extends to and is close to the hole bottom of wash port 3, third drain pipe 7 is connected escape canal 8, first drain pipe 2, second drain pipe 5 and third drain pipe 7 pass through three-way pipe 6 is connected, collection rain device 1 can collect the rainwater and pass through first drain pipe 2 drains, makes the siphon start-up discharge the ponding of wash port 3. According to the automatic drainage structure based on rainfall for the interior of the side slope, rainwater is collected through the rainwater collection device, when the underground water level of the side slope rises and drainage is needed, the rainwater collected by the rainwater collection device reaches the elevation and is automatically drained through the drainage pipe, so that siphon is started to drain accumulated water of the drainage hole, and landslide disasters caused by overhigh underground water level in the slope are prevented.
Referring to fig. 1 to 2, the rain collecting device 1 includes: rain collector 11, breakwater 12, water collection switch 13, float switch 14 and base 15, rain collector 11 is including the collection mouth that is used for collecting the rainwater, rain collector 11 is cylindrical cavity, breakwater 12 part shelters from collect the mouth, water collection switch 13 with breakwater 12 is connected in order to adjust and shelter from collect the area of mouth, rain collector 11 passes through base 15 sets up on the slope, first calandria 2 is connected rain collector 11, float switch 14 sets up make in the rain collector 11 first calandria 2 with rain collector 11 intercommunication or close. Specifically, the water baffle 12 is parallel to the plane of the collecting opening, the water baffle 12 is slidably disposed on the rain collector 11, the collecting opening is partially shielded by the water baffle 12, and the shielding area can be increased or decreased by moving the water baffle 12 through the water collecting switch 13. Or, the water baffle 12 and the plane of the collecting opening form an included angle, the water baffle 12 is rotatably arranged on the rain collector 11, and the water collecting switch 13 rotates the water baffle 12, so that the shielding area can be increased or reduced. The speed of collecting rainwater by the water collector 11 can be adjusted by adjusting the shielding area of the water baffle 12, when the slope underground water level rises and needs drainage, the rainwater collected by the water collector 11 just reaches the elevation, the float switch 14 is opened, and the rainwater in the water collector 11 is discharged through the first drainage pipe 2, so that the siphon is automatically started to drain the accumulated water of the drainage hole, and landslide disasters caused by overhigh underground water level in the slope are prevented.
Referring to fig. 1, the pipe orifice of the second water discharge pipe 5 is sleeved with a filtering device, and the filtering device can prevent the pipe orifice of the second water discharge pipe 5 from being blocked. The filtering apparatus includes a strainer 4, and the strainer 4 is disposed between the second drain pipe 5 and the drain hole 3. The strainer 4 is a pvc pipe with a hole on the surface, a metal net can be arranged outside the strainer 4, and the metal net can be arranged on the inner wall of the drain hole 3. A one-way valve 10 is arranged between the second water drainage pipe 5 and the three-way pipe 6, and the one-way valve 10 only allows accumulated water in the water drainage hole 3 to be drained through the second water drainage pipe 5.
Referring to fig. 1, a water seal container 9 is arranged in the drainage ditch 8, and the end of the third drainage pipe 7 is arranged in the water seal container 9. When the drainage of the drainage ditch 8 is cut off and the drainage of the third drainage pipe 7 is interrupted, the residual water in the third drainage pipe 7 is reserved to the maximum extent by using the water seal container 9 so as to start the siphon drainage again. In the vertical direction, the elevation of the bottom of the drain hole 3 is higher than that of the bottom of the drain ditch 8, so that the height difference of siphon drainage is ensured. If the elevation of the bottom of the drain hole 3 is lower than the elevation of the bottom of the drain ditch 8, siphon is realized, and the second drain pipe 5 cannot extend to the bottom plate of the drain hole 3, so that all accumulated water in the drain hole 3 cannot be drained.
To sum up, the automatic drainage structure in the side slope based on rainfall provided by the embodiment of the invention comprises: side slope, collection rain device, first drain pipe, second drain pipe, three-way pipe and third drain pipe, the slope bottom of side slope is provided with the escape canal, be provided with the wash port on the domatic of side slope, collection rain device sets up the top of the slope of side slope, first drain union coupling collection rain device, the second drain union coupling the wash port, the third drain union coupling the escape canal, first drain pipe, second drain pipe and third drain pipe pass through the three-way pipe is connected, collection rain device can collect the rainwater and pass through first drain pipe drainage makes the siphon start-up discharge the ponding of wash port. According to the automatic drainage structure based on rainfall for the interior of the side slope, rainwater is collected through the rainwater collection device, when the underground water level of the side slope rises and drainage is needed, the rainwater collected by the rainwater collection device reaches the elevation and is automatically drained through the drainage pipe, so that siphon is started to drain accumulated water of the drainage hole, and landslide disasters caused by overhigh underground water level in the slope are prevented.
The above description is only a preferred embodiment of the present invention, and does not limit the present invention in any way. It will be understood by those skilled in the art that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the invention as defined by the appended claims.

Claims (8)

1. The utility model provides an inside automatic drainage structure of side slope based on rainfall which characterized in that includes: the rainwater collecting device comprises a side slope, a rainwater collecting device, a first drainage pipe, a second drainage pipe, a three-way pipe and a third drainage pipe, wherein a drainage ditch is arranged at the slope bottom of the side slope, a drainage hole is arranged on the slope surface of the side slope, the rainwater collecting device is arranged at the slope top of the side slope, the first drainage pipe is connected with the rainwater collecting device, the second drainage pipe is connected with the drainage hole, the third drainage pipe is connected with the drainage ditch, the first drainage pipe, the second drainage pipe and the third drainage pipe are connected through the three-way pipe, and the rainwater collecting device can collect rainwater and drain water through the first drainage pipe, so that siphoning is started to drain accumulated water in the drainage hole;
the rain collecting device includes: rain collector, breakwater, water collection switch, float switch and base, rain collector is including the collection mouth that is used for collecting the rainwater, the breakwater part shelters from collect the mouth, water collection switch with the breakwater is connected in order to adjust and shelters from collect the area of mouth, rain collector passes through the base sets up on the slope, first calandria connection rain collector, the float switch sets up make in the rain collector first calandria with rain collector intercommunication or close.
2. The structure of claim 1, wherein the breakwater is parallel to a plane of the collection port, and the breakwater is slidably disposed on the rain collector.
3. The structure of claim 1, wherein the water deflector is disposed at an angle to a plane of the collection port, and the water deflector is rotatably disposed on the rain collector.
4. The structure of claim 1, wherein the pipe opening of the second drainage pipe is covered with a filtering device.
5. The structure of automatically draining water inside a slope according to claim 4, wherein the filtering means includes a strainer disposed between the second drain pipe and the drain hole.
6. The structure of claim 1, wherein a one-way valve is disposed between the second drain pipe and the tee pipe.
7. The structure of claim 1, wherein a water seal container is disposed in the drainage ditch, and an end of the third drainage pipe is disposed in the water seal container.
8. The structure of claim 1, wherein a bottom elevation of the drain hole is higher than a bottom elevation of the drainage ditch in a vertical direction.
CN202010686713.3A 2020-07-16 2020-07-16 Automatic drainage structure in side slope based on rainfall Active CN111794204B (en)

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Application Number Priority Date Filing Date Title
CN202010686713.3A CN111794204B (en) 2020-07-16 2020-07-16 Automatic drainage structure in side slope based on rainfall

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Application Number Priority Date Filing Date Title
CN202010686713.3A CN111794204B (en) 2020-07-16 2020-07-16 Automatic drainage structure in side slope based on rainfall

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CN111794204B true CN111794204B (en) 2021-04-27

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Publication number Priority date Publication date Assignee Title
CN114016522B (en) * 2021-09-30 2022-12-20 中化明达(福建)地质勘测有限公司 Geotechnical engineering side slope reinforced structure

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251529A (en) * 2011-06-02 2011-11-23 浙江大学 Self-balancing siphon drainage method by using side slope declining drill hole
CN104196047B (en) * 2014-09-15 2015-10-14 浙江大学 A kind of high-lift siphon drainge system of self-recoverage side slope and water discharge method of exempting from the reverse setting-out of power
CN204185871U (en) * 2014-09-15 2015-03-04 浙江大学 A kind of high-lift siphon drainge system of self-recoverage side slope of exempting from the reverse setting-out of power
CN206090587U (en) * 2016-10-11 2017-04-12 云南农业大学 School dropout's attitude system of watering is gathered to side slope
CN108517880A (en) * 2018-04-13 2018-09-11 范雲鹤 Slope drainage system gas pressure startup device and method
CN110820915A (en) * 2019-11-23 2020-02-21 丁梅 Side slope drainage system

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