CN114277771A - Highway slope siphon drainage device and method capable of automatically adjusting water level along with slope underground water level - Google Patents

Highway slope siphon drainage device and method capable of automatically adjusting water level along with slope underground water level Download PDF

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Publication number
CN114277771A
CN114277771A CN202111662422.1A CN202111662422A CN114277771A CN 114277771 A CN114277771 A CN 114277771A CN 202111662422 A CN202111662422 A CN 202111662422A CN 114277771 A CN114277771 A CN 114277771A
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water
siphon
slope
drainage
siphon drainage
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CN114277771B (en
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严鑫
詹伟
胡智
肖旦强
余以强
周文静
程沁灵
韩博
吴鎏潆
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Zhejiang Scientific Research Institute of Transport
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Zhejiang Scientific Research Institute of Transport
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/16Mechanical energy storage, e.g. flywheels or pressurised fluids

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Abstract

The invention discloses a highway slope siphon drainage device and method capable of automatically adjusting along with the underground water level of a slope, which construct a slope siphon drainage system by using the siphon drainage principle and the rebound and compression adjustment of a linear elastic material, wherein the flow rate of siphon drainage is automatically adjusted by using the elevation difference change of an inlet and an outlet of a siphon drainage pipe so as to adapt to the underground water level change in the slope, no external power is needed, the siphon drainage system is low-carbon and environment-friendly, and in addition, the designed siphon drainage system can meet the engineering requirements of improving the drainage efficiency and reducing the underground water level in the rich water period of the slope, can prevent the risk of too low underground water level of the slope in dry seasons and the risk of siphon drainage cutoff, ensures that the siphon drainage pipe is always in a full water state, and keeps stable operation.

Description

Highway slope siphon drainage device and method capable of automatically adjusting water level along with slope underground water level
Technical Field
The invention belongs to the technical field of hydraulic engineering, and particularly relates to a highway side slope siphon drainage device and method capable of automatically adjusting along with the underground water level of a side slope, which are used for reducing the underground water level of the highway side slope and are particularly suitable for a high-sensitivity highway side slope with the underground water level dynamically changing along with rainfall.
Background
The siphon effect utilizes the water level difference to realize the water and stridees across a physical phenomenon of carrying, and the flow parameter of water all changes along with the water level and automatic adjustment in addition, need not external power, and its physical characteristics is fit for the needs of the inside ground water level control of side slope very much, has the advantage of low carbon environmental protection and low cost, has been applied to side slope drainage engineering at present.
However, in the current slope siphon drainage system, the flow of the siphon pipe is reduced due to the fact that the underground water level drops in the operation process, the gas is easy to accumulate in the siphon pipe due to the fact that the flow is stopped for a long time, and even the phenomenon of flow cutoff can occur when the underground water level continues to drop below the bottom of the siphon drainage pipe.
Disclosure of Invention
The invention mainly aims at the technical defect that the drainage efficiency of the existing side slope siphon drainage system is basically fixed and unchanged, and designs a highway side slope siphon drainage device and a highway side slope siphon drainage method capable of automatically adjusting along with the underground water level of a side slope.
In order to achieve the purpose, the invention provides the following technical scheme: a highway slope siphon drainage device along with automatic adjustment of slope groundwater level includes:
the siphon water drainage pipe is provided with a water inlet and a water outlet;
the downward-inclined drilling hole is formed in the side slope, and the bottom of the downward-inclined drilling hole is used for accommodating the water inlet of the siphon drain pipe;
a watertight box body located at one side of the side slope; and
the water storage tank is arranged in the impervious tank body and made of a linear elastic material and can move up and down for adjustment, the bottom of the inner side of the water storage tank is used for being connected with a water outlet of the siphon water drainage pipe, and a water drainage head is arranged on the side wall of the water storage tank;
the bottom of the impervious box body is provided with a drain hole for communicating with a highway blind ditch;
and, siphon drain pipe water inlet department is not more than the water column height that local atmospheric pressure corresponds with the vertical distance in formula of croppinging drilling drill way, the water reservoir top is greater than the water column height that local atmospheric pressure corresponds with the vertical distance in formula of croppinging drilling drill way.
Further, preferably, the siphon drain pipe has an inner diameter of 4 mm.
Further, preferably, the amplitude of the height variation of the linear elastic material is not less than 2 m.
Further, preferably, the number of siphon pipes placed in the water reservoir is less than 600.
Further, preferably, a valve is provided in the drain head.
Further, the distance between the water discharge head of the water reservoir and the bottom of the water reservoir accounts for 1/3 the length of the side wall of the water reservoir.
Further, preferably, a water replenishing cover bin is fixed in the watertight box, the bottom of the water replenishing cover bin can discharge water downwards, and a plurality of electromagnets are embedded in the outer circumference of the water replenishing cover bin;
the vertical part where the water outlet of the siphon water drainage pipe is located can slide up and down in a sealing mode to penetrate through the water replenishing cover bin and the impermeable box body.
Further, preferably, one side of the water supplementing cover body is communicated with the highway blind ditch through a water supplementing pipe, and a water supplementing pump is arranged on the water supplementing cover body;
a laser sensor is also arranged in the watertight box body;
the device is characterized by further comprising a controller, wherein when the distance monitoring of the laser sensor changes, the controller controls the electromagnet to generate adsorption force, controls the water replenishing pump to continuously replenish water for N seconds, and then resets.
Further, as a preferred option, the power supply device further comprises a power supply assembly for supplying power to each electrical device, wherein the power supply assembly comprises:
the collecting hopper, the connecting cylinder and the drainage head are sequentially and coaxially connected from top to bottom, the collecting hopper is positioned below the drainage head, and the drainage head is arranged in a manner of inward contraction;
the impeller is rotationally arranged in the impervious box body and is positioned below the drainage head;
the synchronous wheel is coaxially fixed on one side of the impeller and is in transmission connection with the driving wheel by adopting a belt; and
and the driven wheel is driven by the driving wheel to rotate and is coaxially fixed at the input end of the power generation equipment, and the driving wheel, the driven wheel and the power generation equipment are all positioned in the mounting frame.
A siphon drainage method for a road slope along with automatic adjustment of the water level of the underground water on the slope comprises the following steps:
s1, determining the position of a downward-inclined drilling hole on a side slope needing internal drainage, determining the inclination angle and the drilling depth of the downward-inclined drilling hole according to the underground water level line of the side slope, placing a water inlet of a siphon drainage pipe in the downward-inclined drilling hole, placing a water outlet of the siphon drainage pipe in a reservoir, and placing the reservoir on the slope foot of the side slope or on the side slope according to the requirement;
s2, when the system is used for the first time, reversely filling water into the siphon drainage pipe, stopping reversely filling water into the siphon drainage pipe after gas in the siphon drainage pipe is discharged, starting siphon drainage, and discharging underground water in a slope body from a blind ditch of a road after the underground water flows through the siphon drainage pipe, a reservoir and a drainage head in sequence;
s3, after the underground water level of the side slope is stabilized, adjusting a drainage head valve until the linear elastic material is in a half-compressed position when the siphon drainage system is stabilized;
s4, when the underground water level in the side slope rises, the flow velocity in the siphon drainage pipe is increased, when the supply speed of the siphon drainage pipe is higher than the drainage speed of a drainage head of the water storage tank, the water level in the water storage tank rises, the gravity is increased, the linear elastic material is compressed under the action of the gravity of the water storage tank, the elevation of the water storage tank is lowered, the height difference between a water inlet and a water outlet of the siphon drainage pipe is further increased, the flow velocity of the siphon drainage pipe is further increased, and the siphon drainage efficiency is improved;
s5, when the underground water level in the slope is reduced, the flow velocity in the siphon drain pipe is reduced, when the supply speed of the siphon drain pipe is lower than the drainage speed of the drainage head of the water storage tank, the water level in the water storage tank is reduced, the gravity is reduced, the linear elastomer material is raised, the elevation of the water storage tank is raised, the height difference between the water inlet and the water outlet of the siphon drain pipe is further reduced, the flow velocity of the siphon drain pipe is further increased, the siphon drainage efficiency is reduced, and the siphon drain pipe is always in a water-filled state;
s6, when the siphon drainage pipe is cut off in an extreme condition, water is deficient in the water storage tank, gravity is reduced, the linear elastomer material rises, the height of the water storage tank rises to the position of the water supplementing cover bin, the distance monitoring of the laser sensor changes at the moment, the electromagnet is controlled by the controller to generate adsorption force to hold the water storage tank tightly, the water supplementing pump is controlled to conduct water supplementing action for N seconds continuously, water is filled into the water storage tank and then irrigated reversely into the siphon drainage pipe, after gas in the siphon drainage pipe is discharged, the siphon drainage pipe stops reversely irrigating, siphon drainage is started, at the moment, the electromagnet, the laser sensor and the water supplementing pump reset, and then S2-S5 are repeated.
Compared with the prior art, the invention provides a highway slope siphon drainage device and method capable of automatically adjusting along with the underground water level of a slope, which have the following beneficial effects:
1. in the embodiment of the invention, a slope siphon drainage system is constructed by using a siphon drainage principle and utilizing the self resilience and compression adjustment of a linear elastic material, wherein the flow rate of siphon drainage is automatically adjusted by utilizing the elevation difference change of an inlet and an outlet of a siphon drainage pipe so as to adapt to the underground water level change in a slope, no external power is required, and the slope siphon drainage system is low-carbon and environment-friendly;
2. in the embodiment of the invention, the designed siphon drainage system can meet the engineering requirements of improving drainage efficiency and reducing underground water level in a side slope water-rich period, and can prevent the risk of siphon drainage and cut-off due to too low underground water level of the side slope in dry seasons, ensure that a siphon drainage pipe is always in a state of being full of water, and keep stable operation;
3. in the embodiment of the invention, the drainage efficiency of the siphon drainage pipe is controlled by controlling the on-off of the drainage head valve, so that the siphon drainage pipe can be recycled, and the operation method is simple;
4. in the embodiment of the invention, when the siphon drainage pipe is cut off in an accident or extreme condition, water is deficient in the water storage tank, the gravity is reduced, the linear elastomer material rises back, the water storage tank rises to the position of the water supplementing cover bin, at the moment, the water storage tank can be held tightly by utilizing the adsorption force generated by the electromagnet, water is supplemented through the water supplementing cover bin, water is reversely irrigated into the siphon drainage pipe after the water body is filled into the water storage tank, the reverse irrigation of the siphon drainage pipe is stopped after the gas in the siphon drainage pipe is discharged, and the siphon drainage can be started again;
5. in the embodiment of the invention, the controller is further arranged, when the distance monitoring of the laser sensor is changed, the controller controls the electromagnet to generate adsorption force and controls the water replenishing pump to continuously replenish water for N seconds, and then the controller resets, so that automatic monitoring and control can be realized, automatic water replenishing is realized, the continuous risk of flow cutoff is reduced, and manual supervision is not needed;
6. in the embodiment of the invention, the power supply assembly is further arranged, wherein the impeller can be continuously driven to rotate by utilizing the continuous drainage of the siphon drainage pipe, so that the continuous power generation is realized, a power foundation is provided for subsequent automatic monitoring, automatic control water supplement and the like, the whole equipment is relatively clean without an external power supply, and the full utilization of energy is improved.
Drawings
FIG. 1 is a schematic view of the whole structure of a siphon drainage device for road slope with automatic adjustment of water level under the slope;
FIG. 2 is an enlarged view of the right side of FIG. 1;
FIG. 3 is a schematic structural diagram of a power supply assembly in a siphon drainage device for a road slope, which automatically adjusts with the underground water level of the slope;
in the figure: 1. side slope; 2. slope ground water level; 3. drilling in a downward tilting mode; 4. a siphon water drain pipe; 5. a watertight box body; 6. a reservoir; 7. a linear elastic material; 8. a valve; 9. a drainage head; 10. a blind ditch of the road; 11. water replenishing and covering; 12. an electromagnet; 13. a laser sensor; 14. a water replenishing pipe; 15. a water replenishing pump; 16. a power supply assembly; 17. a collecting hopper; 18. a connecting cylinder; 19. a drainage head; 20. an impeller; 21. a drive wheel; 22. a driven wheel; 23. a power generation device; 24. and (5) installing the frame.
Detailed Description
Referring to fig. 1 to 3, the present invention provides a siphon drainage device for a road slope, which automatically adjusts water level along with the slope, and comprises:
a siphon water discharge pipe 4 having a water inlet and a water outlet;
the downward-inclined drill hole 3 is formed in the side slope 1, and the bottom of the downward-inclined drill hole 3 is used for accommodating a water inlet of the siphon drain pipe 4;
a watertight box body 5 located at one side of the side slope; and
the water storage tank 6 is arranged in the waterproof tank body 5 and can be adjusted up and down by adopting a linear elastic material 7, the bottom of the inner side of the water storage tank 6 is used for being connected with a water outlet of the siphon water drainage pipe 4, and a water drainage head 9 is arranged on the side wall of the water storage tank 6;
moreover, the bottom of the impervious box body 5 is provided with a drain hole for communicating with a road blind ditch 10;
and, siphon drain pipe 4 water inlet department is not more than the water column height that local atmospheric pressure corresponds with the vertical distance in 3 drill ways in the formula of heeling over, the water column height that local atmospheric pressure corresponds is greater than with the vertical distance in 3 drill ways in the formula of heeling over in 6 tops of cistern.
It should be explained that the flow rate of the siphon drain pipe is not only related to the lift (vertical distance between the inlet of the siphon drain pipe and the orifice of the drill hole), but also restricted by the height difference (vertical distance between the inlet and the outlet of the siphon drain pipe). When the elevation difference is constant, the flow velocity of the siphon drain pipe is in negative correlation with the lift, the larger the lift is, the smaller the flow velocity of the siphon drain pipe is, the smaller the lift is, and the flow velocity of the siphon drain pipe is increased; when the lift is fixed, the flow velocity of the siphon drain pipe is in positive correlation with the height difference, the larger the height difference is, the larger the flow velocity of the siphon drain pipe is, the height difference is reduced, and the flow velocity of the siphon drain pipe is also reduced. However, in engineering, the magnitude of the lift is related to the downward inclination angle and the drilling depth of the drill hole, and the cost for drilling the hole is increased due to the reduction of the lift, so the lift is generally controlled on site.
In addition, in the embodiment, when the underground water level 2 in the side slope rises, the flow rate in the siphon drain pipe 4 increases, and when the supply speed of the siphon drain pipe 4 is greater than the drainage speed of the drainage head 9 of the reservoir 6, the water level in the reservoir 6 rises, the gravity increases, the linear elastic material 7 is compressed under the action of the gravity of the reservoir 6, the elevation of the reservoir 6 decreases, the height difference between the water inlet and the water outlet of the siphon drain pipe 4 further increases, the flow rate of the siphon drain pipe 4 further increases, and the siphon drainage efficiency is improved;
when the underground water level 2 in the slope is reduced, the flow velocity in the siphon drain pipe 4 is reduced, when the supply speed of the siphon drain pipe 4 is smaller than the drainage speed of the drainage head 9 of the water storage tank 6, the water level in the water storage tank 6 is reduced, the gravity is reduced, the linear elastomer material 7 rises, the elevation of the water storage tank 6 is raised, the height difference between the water inlet and the water outlet of the siphon drain pipe 4 is further reduced, the flow velocity of the siphon drain pipe 4 is further increased, the siphon drainage efficiency is reduced, the siphon drain pipe 4 is always in a state of being full of water, the drainage efficiency is improved in the rich water period of the slope, the engineering requirement of the underground water level is reduced, the underground water level of the slope in dry seasons can be prevented from being too low, the risk of drainage siphon cutoff is avoided, the siphon drain pipe is always in the state of being full of water, and stable operation is maintained.
In a preferred embodiment, the inner diameter of the siphon discharge pipe 4 is 4 mm.
In a preferred embodiment, the amplitude of the height variation of the linear elastic material 7 is not less than 2 m.
In a preferred embodiment, the number of siphon tubes placed in said reservoir 6 is less than 600.
In a preferred embodiment, a valve 8 is disposed on the water discharge head 9.
In a preferred embodiment, the distance between the water discharge head of the water reservoir 6 and the bottom of the water reservoir accounts for 1/3 the length of the side wall of the water reservoir.
In the embodiment, as shown in fig. 2, a water replenishing cover bin 11 is fixed in the watertight box body 5, the bottom of the water replenishing cover bin 11 can be discharged out of a water body downwards, and a plurality of electromagnets 12 are embedded in the outer circumference of the water replenishing cover bin;
the vertical part where the water outlet of the siphon water drainage pipe 4 is arranged by penetrating through the water replenishing cover bin 11 and the impermeable box body 5 in a vertically sealed sliding manner.
It should be explained that, when the siphon drain pipe cutoff is caused by an accident or an extreme condition, water is deficient in the reservoir 6, gravity is reduced, the linear elastomer material 7 rises again, the elevation of the reservoir 6 rises to the position of the water replenishing cover bin, the reservoir is tightly held and hermetically connected with the reservoir by the adsorption force generated by the electromagnet, water is replenished through the water replenishing cover bin, the water body is reversely filled into the siphon drain pipe 4 after being filled into the reservoir, the reverse filling of the siphon drain pipe 4 is stopped after the gas in the siphon drain pipe 4 is discharged, and the siphon drain is started again.
As a preferred embodiment, one side of the water replenishing cover body 11 is communicated with the highway blind ditch 10 by a water replenishing pipe 14, and a water replenishing pump 15 is arranged on the water replenishing cover body 11;
a laser sensor is also arranged in the watertight box body;
still include the controller, wherein work as when laser-induced controller's distance monitoring changes, then produce the adsorption affinity through controller control electro-magnet 12 to control moisturizing pump carries out continuous moisturizing action N second, then resets, so then can realize automatic monitoring and control, realizes automatic moisturizing, reduces the risk that the cutout lasts, need not artifical guard.
In addition, as shown in fig. 3, a power supply assembly 16 is further included for supplying power to each electrical device, where the power supply assembly 16 includes:
the collecting hopper 17, the connecting cylinder 18 and the water discharging head 19 are coaxially connected from top to bottom in sequence, the collecting hopper 17 is positioned below the water discharging head 9, and the water discharging head is arranged in a mode of shrinking inwards;
an impeller 20 rotatably provided in the watertight box 5 below the drain head 19;
the synchronous wheel is coaxially fixed on one side of the impeller 20 and is in transmission connection with the driving wheel 21 by adopting a belt; and
and the driven wheel 22 is driven by the driving wheel to rotate and is coaxially fixed at the input end of the power generation equipment, and the driving wheel, the driven wheel and the power generation equipment are all positioned in the mounting frame.
That is to say, utilize the continuous drainage of siphon drain pipe can continuously drive the impeller and rotate to the realization lasts the electricity generation, for subsequent automatic monitoring, automatic control moisturizing etc. provide the electric power basis, whole equipment need not external power supply, and is comparatively clean, has improved the make full use of to the energy.
A siphon drainage method for a road slope along with automatic adjustment of the water level of the underground water on the slope comprises the following steps:
s1, determining the position of a downward-inclined drill hole 3 in a side slope 1 needing internal drainage, determining the inclination angle and the drilling depth of the downward-inclined drill hole 3 according to a side slope underground water line 2, placing a water inlet of a siphon drain pipe 4 in the downward-inclined drill hole 3, placing a water outlet of the siphon drain pipe 4 in a water storage tank 6, and placing the water storage tank 6 on a slope foot of the side slope or on the side slope according to requirements;
s2, when the system is used for the first time, reversely filling water into the siphon drain pipe 4, stopping reversely filling water into the siphon drain pipe 4 after gas in the siphon drain pipe 4 is discharged, starting siphon drainage, and discharging underground water in a slope body from a road blind ditch 10 after sequentially flowing through the siphon drain pipe 4, a reservoir 6 and a drainage head 9;
s3, after the slope underground water level 2 is stabilized, adjusting a drainage head valve 8 until the linear elastic material 7 is at a position compressed by half when the siphon drainage system is stabilized;
s4, when the underground water level 2 in the side slope rises, the flow rate in the siphon drain pipe 4 is increased, when the supply speed of the siphon drain pipe 4 is higher than the drainage speed of a drainage head 9 of a reservoir 6, the water level in the reservoir 6 rises, the gravity is increased, the linear elastic material 7 is compressed under the action of the gravity of the reservoir 6, the elevation of the reservoir 6 is lowered, the height difference between a water inlet and a water outlet of the siphon drain pipe 4 is further increased, the flow rate of the siphon drain pipe 4 is further increased, and the siphon drain efficiency is improved;
s5, when the underground water level 2 in the slope is reduced, the flow velocity in the siphon drain pipe 4 is reduced, when the supply speed of the siphon drain pipe 4 is lower than the drainage speed of a drainage head 9 of a reservoir 6, the water level in the reservoir 6 is reduced, the gravity is reduced, the linear elastomer material 7 rises again, the elevation of the reservoir 6 rises, the height difference between a water inlet and a water outlet of the siphon drain pipe 4 is further reduced, the flow velocity of the siphon drain pipe 4 is further increased, the siphon drainage efficiency is reduced, and the siphon drain pipe 4 is always in a water-filled state;
s6, when the siphon drain pipe is cut off in an extreme condition, water is deficient in the water storage tank 6, gravity is reduced, the linear elastomer material 7 rises, the elevation of the water storage tank 6 rises to the position of the water supplementing cover bin, the distance monitoring of the laser sensor changes at the moment, the electromagnet 12 is controlled by the controller to generate adsorption force to hold the water storage tank 6 tightly, the water supplementing pump is controlled to conduct water supplementing action for N seconds continuously, water is reversely filled into the siphon drain pipe 4 after the water is filled into the water storage tank, the reverse water filling of the siphon drain pipe 4 is stopped after gas in the siphon drain pipe 4 is discharged, siphon drainage is started, the electromagnet, the laser sensor and the water supplementing pump are reset at the moment, and then S2-S5 are repeated.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention are equivalent to or changed within the technical scope of the present invention.

Claims (10)

1. The utility model provides a along with highway side slope siphon drainage device of side slope groundwater level automatic adjustment which characterized in that includes:
a siphon water discharge pipe (4) which is provided with a water inlet and a water outlet;
the downward-inclined drilling hole (3) is formed in the side slope (1), and the bottom of the downward-inclined drilling hole (3) is used for accommodating a water inlet of the siphon drain pipe (4);
a watertight box body (5) located at one side of the side slope; and
the water storage tank (6) is arranged in the waterproof tank body (5) and can be adjusted up and down by adopting a linear elastic material (7), the bottom of the inner side of the water storage tank (6) is used for being connected with a water outlet of the siphon drain pipe (4), and a drain head (9) is arranged on the side wall of the water storage tank (6);
a drain hole is formed in the bottom of the waterproof box body (5) and is communicated with a highway blind ditch (10);
and, siphon drain pipe (4) water inlet department is not more than the water column height that local atmospheric pressure corresponds with the vertical distance in formula of croppinging drilling (3) drill way, the water column height that the vertical distance in cistern (6) top and formula of croppinging drilling (3) drill way is greater than local atmospheric pressure and corresponds.
2. A siphon drainage device for road slope along with automatic adjustment of water level in slope ground according to claim 1, characterized in that the inner diameter of the siphon drainage pipe (4) is 4 mm.
3. A siphon drainage device for road slope along with automatic adjustment of water level under slope ground according to claim 1, characterized in that the amplitude of the height variation of the linear elastic material (7) is not less than 2 m.
4. A siphon drainage device for road slope along with automatic adjustment of water level in slope ground according to claim 1, characterized in that the number of siphon pipes put in the reservoir (6) is less than 600.
5. The siphon drainage device for road slope along with the automatic adjustment of the underground water level of the slope according to claim 1, characterized in that the drainage head (9) is provided with a valve (8).
6. A siphon drainage device for road slopes, which automatically adjusts according to the groundwater level of the slope, according to claim 1, wherein the distance between the drainage head of the reservoir (6) and the bottom of the reservoir is 1/3 of the length of the side wall of the reservoir.
7. The siphon drainage device for the road slope along with the automatic adjustment of the groundwater level of the slope according to claim 1, wherein a water replenishing cover bin (11) is fixed in the watertight box body (5), the bottom of the water replenishing cover bin (11) can discharge water downwards, and a plurality of electromagnets (12) are embedded in the outer circumference of the water replenishing cover bin;
the vertical part where the water outlet of the siphon water drainage pipe (4) is located can vertically and hermetically slide to penetrate through the water replenishing cover bin (11) and the impermeable box body (5).
8. The siphon drainage device for the road slope along with the automatic adjustment of the underground water level of the slope according to claim 7, characterized in that one side of the water supplement cover body (11) is communicated with the blind ditch (10) of the road by a water supplement pipe (14), and a water supplement pump (15) is arranged on the water supplement cover body (11);
a laser sensor is also arranged in the watertight box body;
the device also comprises a controller, wherein when the distance monitoring of the laser sensor changes, the controller controls the electromagnet (12) to generate adsorption force, controls the water replenishing pump to continuously replenish water for N seconds, and then resets.
9. A siphon drainage device for road slope along with automatic adjustment of water level under slope ground according to claim 8, characterized by further comprising a power supply assembly (16) for supplying power to each electrical equipment, wherein the power supply assembly (16) comprises:
the collecting hopper (17), the connecting cylinder (18) and the water discharging head (19) are sequentially and coaxially connected from top to bottom, the collecting hopper (17) is positioned below the water discharging head (9), and the water discharging head is arranged in a mode of contracting inwards;
an impeller (20) rotatably disposed in the watertight box (5) and located below the drainage head (19);
the synchronous wheel is coaxially fixed on one side of the impeller (20) and is in transmission connection with the driving wheel (21) by adopting a belt; and
and the driven wheel (22) is driven by the driving wheel to rotate and is coaxially fixed at the input end of the power generation equipment, and the driving wheel, the driven wheel and the power generation equipment are all positioned in the mounting frame.
10. A siphon drainage method for a road slope along with automatic adjustment of water level under the slope, which adopts the siphon drainage device for the road slope according to any one of claims 1 to 9 to drain water, and is characterized by comprising the following steps:
s1, determining the position of a downward-inclined drilling hole (3) in a slope (1) needing internal drainage, determining the inclination angle and the drilling depth of the downward-inclined drilling hole (3) according to a slope underground water level line (2), placing a water inlet of a siphon drainage pipe (4) in the downward-inclined drilling hole (3), placing a water outlet of the siphon drainage pipe (4) in a reservoir (6), and placing the reservoir (6) on a slope toe or the slope according to needs;
s2, when the system is used for the first time, reversely filling water into the siphon drain pipe (4), stopping reversely filling water into the siphon drain pipe (4) after gas in the siphon drain pipe (4) is discharged, starting siphon drainage, and discharging underground water in a slope body from a blind ditch (10) of a road after sequentially flowing through the siphon drain pipe (4), a reservoir (6) and a drainage head (9);
s3, after the slope underground water level (2) is stabilized, adjusting a drainage head valve (8) until the linear elastic material (7) is at a position of half compression when the siphon drainage system is stabilized;
s4, when the underground water level (2) in the side slope rises, the flow rate in the siphon drain pipe (4) is increased, when the supply speed of the siphon drain pipe (4) is greater than the drainage speed of a drainage head (9) of the reservoir (6), the water level in the reservoir (6) rises, the gravity is increased, the linear elastic material (7) is compressed under the action of the gravity of the reservoir (6), the elevation of the reservoir (6) is reduced, the height difference between a water inlet and a water outlet of the siphon drain pipe (4) is further increased, the flow rate of the siphon drain pipe (4) is further increased, and the siphon drainage efficiency is improved;
s5, when the underground water level (2) inside the side slope is lowered, the flow velocity in the siphon drain pipe (4) is lowered, when the supply speed of the siphon drain pipe (4) is lower than the drainage speed of a drainage head (9) of the water storage tank (6), the water level in the water storage tank (6) is lowered, the gravity is reduced, the linear elastomer material (7) rises again, the elevation of the water storage tank (6) rises, the height difference between a water inlet and a water outlet of the siphon drain pipe (4) is further reduced, the flow velocity of the siphon drain pipe (4) is further increased, the siphon drainage efficiency is reduced, and the siphon drain pipe (4) is always in a water filling state;
s6, when the siphon drainage pipe is cut off under an extreme condition, water is deficient in the water storage tank (6), gravity is reduced, the linear elastomer material (7) rises, the elevation of the water storage tank (6) rises to the position of the water replenishing cover bin, the distance monitoring of the laser sensor changes at the moment, the electromagnet (12) is controlled by the controller to generate adsorption force to hold the water storage tank (6) tightly, the water replenishing pump is controlled to perform continuous water replenishing action for N seconds, water is reversely filled into the siphon drainage pipe (4) after being filled into the water storage tank, the reverse water filling of the siphon drainage pipe (4) is stopped after gas in the siphon drainage pipe (4) is discharged, siphon drainage is started, the electromagnet, the laser sensor and the water replenishing pump are reset at the moment, and then S2-S5 is repeated.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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CN102312420A (en) * 2011-07-04 2012-01-11 河海大学 Siphon water level controller
CN202187327U (en) * 2011-07-04 2012-04-11 河海大学 Water level controller for siphon drainage pipe
JP2014015847A (en) * 2012-07-05 2014-01-30 Tatsumi Morimoto Trap siphon drainage apparatus
CN108301395A (en) * 2018-04-13 2018-07-20 范雲鹤 A kind of slope drainage system and method
CN112832227A (en) * 2020-09-21 2021-05-25 浙江省交通运输科学研究院 Side slope drainage structure and method
CN113622377A (en) * 2021-07-12 2021-11-09 水利部交通运输部国家能源局南京水利科学研究院 Intelligent control siphon drainage and flexible stilling basin system for check dam

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CN102312420A (en) * 2011-07-04 2012-01-11 河海大学 Siphon water level controller
CN202187327U (en) * 2011-07-04 2012-04-11 河海大学 Water level controller for siphon drainage pipe
JP2014015847A (en) * 2012-07-05 2014-01-30 Tatsumi Morimoto Trap siphon drainage apparatus
CN108301395A (en) * 2018-04-13 2018-07-20 范雲鹤 A kind of slope drainage system and method
CN112832227A (en) * 2020-09-21 2021-05-25 浙江省交通运输科学研究院 Side slope drainage structure and method
CN113622377A (en) * 2021-07-12 2021-11-09 水利部交通运输部国家能源局南京水利科学研究院 Intelligent control siphon drainage and flexible stilling basin system for check dam

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115305900A (en) * 2022-07-18 2022-11-08 中国矿业大学 Self-drainage device based on underground water pressure

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