CN207987907U - A kind of reservoir landslide intelligence dewatering well - Google Patents
A kind of reservoir landslide intelligence dewatering well Download PDFInfo
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- CN207987907U CN207987907U CN201820034146.1U CN201820034146U CN207987907U CN 207987907 U CN207987907 U CN 207987907U CN 201820034146 U CN201820034146 U CN 201820034146U CN 207987907 U CN207987907 U CN 207987907U
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- landslide
- reservoir
- level
- water
- dewatering well
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- 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
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model discloses a kind of reservoir landslide intelligence dewatering well, the intelligence dewatering well is made of, intelligent dewatering well is in a row uniformly distributed on the slip mass influenced by groundwater level fluctuation with arc gutter dewatering well and intelligence control system；The intelligence dewatering well gos deep into Sliding Plane or less, it is drawn water by intelligent control immersible pump, make Landslide Groundwater position is synchronous with reservoir level to decline, by level of ground water in landslide be down to sliding surface or less or with the same elevation of minimum pool level, level of ground water in landslide is quickly reduced in Drawdown of Reservoir Water Level, underground water hysteresis effect is eliminated, flowing pressure effect in landslide is reduced；The reservoir landslide intelligence dewatering well of the utility model is easy to implement, is efficient, is at low cost, underground water in landslide can be efficiently extracted automatically, head difference between intelligent control Landslide Groundwater position and reservoir level, reduce adverse effect of the Reservoir Water Level to landslide, to effectively improve the stability of reservoir landslide.
Description
Technical field
The utility model belongs to preventing land slide technical field, and in particular to the flowing pressure type influenced by water level fluctuation of reservoir
The intelligent dewatering well on landslide.
Background technology
It is large-scale especially in the strategic decision implementation process of " development of the West Regions " with economic construction of China high speed development
Hydraulic and hydroelectric engineering takes place frequently area's construction in complex geologic conditions, Landslide Hazards in succession, while bringing great economic benefit
Also many reservoir landslides are induced in reservoir area.
Reservoir landslide is due to its special reservoir area hydrologic condition, the deformation of reservoir landslide different from general landslide, side slope
Evolution can show periodic regularity with the fluctuation of reservoir level.Reservoir area of Three Gorges in China, (such as plain boiled water river is slided on a large amount of landslides
Slope, loess slope landslide etc.) monitoring materials show, obviously aggravate in Drawdown of Reservoir Water Level phase Landslide Deformation, and the reservoir level rising stage
Hardly increase with stage of stable development deformation, global displacement curve is in " phase step type " changing rule at any time.This is because under reservoir level
When drop, the level of ground water in slip mass often lags behind the decline of reservoir level.Cause landslide middle part level of ground water and reservoir level it
Between head difference increase, to generate be directed toward slope outside osmotic pressure, increase the sliding force on landslide.So it is past to come down in reservoir area
It is towed more than top that lower deformation is also shown as toward forms of motion.
Common landslide control measures have the measures such as antiskid control structure, surface drainage ditch, leading edge bank protection in engineering at present,
Antiskid structure measure is mainly based on friction pile.The operation principle of friction pile be for stake after gliding mass enough skid resistances are provided,
Stability from the angle of stress field control landslide, this measure is for thrust load caused landslide effect of the Thrust of Landslide from middle and back
Obviously.But the flowing pressure type to play a leading role for seepage field comes down, and since its forms of motion is generally towed, is being implanted into
After friction pile, gliding mass still can constantly deform under the influence of library water acts on before stake.The deformation of gliding mass can cause friction pile before stake
The missing of resistant force in front of anti-sliding pile makes the long-time stability of landslide-friction pile system be difficult to be protected.
Inventor has found, in reservoir geological calamity harnessing project, comes down for flowing pressure type or using tradition
The measures such as friction pile administered.Although can empirically properly increase safety stock when designing friction pile, increase friction pile
Skid resistance, but this way is palliative, does not only have preventive and therapeutic effect to gliding mass before stake, but also can cause economy
Waste.Further, since the Dominated Factors on flowing pressure type landslide are underground water, acted in long-term periodical water level fluctuation of reservoir
Under, periodically variable dynamic osmotic pressure forms a kind of CYCLIC LOADING for landslide and friction pile, and in cyclic load
Under the long-term safety of landslide-friction pile system be difficult to be protected.It is traditional but due to reservoir level cyclically-varying
Subdrainage method is difficult to apply to reservoir landslide harnessing project.
Utility model content
In view of this, the embodiments of the present invention provide, one kind is certifiable efficiently, economically controls Landslide Deformation, and
The reservoir landslide intelligence dewatering well and its control method small to the disturbance of seepage field and groundwater environment.
In order to solve the above technical problems, the utility model embodiment the technical solution adopted is that, a kind of reservoir landslide intelligence
Dewatering well, including two parts of dewatering well and intelligence control system；The bottom of the dewatering well is located at the lower section of Sliding Plane,
Its internal water sucking mouth is located at below the Sliding Plane, is located at the top of immersible pump；The intelligence control system includes water
Position meter, reservoir level receiver and electronic controller；The water-level gauge is located at the bottom of the dewatering well, monitors in the dewatering well
Water level value is simultaneously transmitted to the electronic controller, and the reservoir level value of reception is transmitted to the electronics control by the reservoir level receiver
Device processing processed, the level of ground water and reservoir level information that the electronic controller processing receives, and according to the comparing result control of processing
Make the switch of the immersible pump.
Preferably, the dewatering well includes that the outlet pipe on ground or more, below ground ecto-entad set gradually gravel filter
Water layer, pipe of concrete and water-supply-pipe, one end of the water-supply-pipe are connected to the water sucking mouth, the other end and the outlet pipe
One end is connected to, and the other end of the outlet pipe is located at the top in gutter.
Preferably, the outlet pipe is equipped with valve.
Preferably, coarse sands layer is filled in the lower section of the dewatering well, and the immersible pump is located in the coarse sands layer.
Preferably, the intelligence control system further includes power supply, and the power supply is the reservoir level receiver, electronic control
Device is powered, and the electronic controller is electrically connected with the immersible pump by cable.
Preferably, the water-level gauge is located at below Sliding Plane and underground water low water line.
Preferably, the power supply, reservoir level receiver and electronic controller are located at the underground box at the dewatering well rear
It is interior.
The utility model embodiment additionally provides a kind of reservoir landslide Intelligent prevention and cure method using the intelligent dewatering well,
Include the following steps：
(1) acquisition waits for the exercise data of harnessing landslide, determines that its forms of motion is retrogressive landslide, thrust load caused landslide or two
The existing hybrid landslide of kind forms of motion；
(2) it determines when harnessing landslide is retrogressive landslide or hybrid landslide, is obtained and come down by water table measure
After seepage field is with the changing rule of reservoir level, the slope surface for occurring hysteresis effect in level of ground water lays multiple rows of gutter,
Gutter height above sea level highest in the section line of landslide, on landslide, both sides boundary height above sea level is low, arc-shaped point in the horizontal plane
Cloth；
(3) multiple intelligent dewatering wells are laid at the rear for often arranging the gutter, and the well number of the intelligence dewatering well is by coming down
Middle front part gradually increases toward middle and back, and well spacing determines jointly according to the cone of depression radius of landslide size and bailing test；
(4) with obtaining in real time in reservoir level data and well by the reservoir level receiver and water-level gauge of the intelligent dewatering well
Lower waterlevel data, and be transmitted to electronic controller and handled, electronic controller is according to formula (1) dynamic regulation precipitation well water pump
It draws water, that is, the head difference controlled between Landslide Groundwater position and reservoir level prevents Landslide Deformation；
Wherein, J is flowing pressure, head differences of the Δ h between reservoir level and level of ground water, γwFor the severe of water, L is
Percolation path length, i are hydraulic gradient, and A is discharge section area.
Compared with the relevant technologies, the advantageous effect for the technical solution that the utility model embodiment provides is the utility model
A kind of reservoir landslide intelligence dewatering well of embodiment, the real-time number that reservoir level receiver wireless reception reservoir level monitoring device obtains
According to or official's publication reservoir level real time data, and by reservoir level data transmission electron controller；Electronic controller passes through drop
Water-level gauge obtains level of ground water in dewatering well in well；Electronic controller identifies reservoir level signal and level of ground water signal simultaneously
Processing, when identifying that reservoir level is begun to decline, electronic controller sends out enabled instruction to the immersible pump, makes underground water in landslide
Position is synchronous with reservoir level to be declined, and to eliminate the hysteresis effect of level of ground water, reduces the osmotic pressure for being unfavorable for slope stability；When
When level of ground water is less than 2~3 meters below Sliding Plane or not higher than reservoir level, standby command will be sent out, until underground water
Position rises to Sliding Plane depth or is higher by reservoir level, sends out enabled instruction to immersible pump again, so recycles；Work as electronic control
When device analyzes and determines that reservoir level is steady or rises, electronic controller will send out stopping to the immersible pump by the cable and refer to
It enables, avoids equipment loss；The intelligent dewatering well precipitation method of the utility model embodiment can effectively reduce water level fluctuation of reservoir
Caused landslide flowing pressure reduces the deformation on landslide and improves its stability；Has the characteristics that intelligence, efficient, economy, especially
The towed reservoir landslide deformed suitable for being acted on by Drawdown of Reservoir Water Level.
Description of the drawings
Fig. 1 is the reservoir landslide intelligence dewatering well structural schematic diagram of the utility model embodiment；
Fig. 2 is the reservoir landslide underground water hysteresis effect constructed profile of the utility model embodiment；
Fig. 3 is the reservoir landslide Intelligent prevention and cure method implementation constructed profile of the utility model embodiment；
Fig. 4 is the reservoir landslide Intelligent prevention and cure method implementation diagrammatic plan layout drawing of the utility model embodiment.
Wherein：Intelligent dewatering well 1, underground water low water line 2, Sliding Plane 3, water sucking mouth 4, coarse sands layer 5, immersible pump 6,
Water-level gauge 7, cable 8, gravel drainage layer 9, water-supply-pipe 10, pipe of concrete 11, reservoir level receiver 12, electronic controller 13, electricity
Source 14, valve 15, outlet pipe 16, gutter 17, library high-water line 18, library low water line 19, landslide section line 20, landslide side
Boundary 21.
Specific implementation mode
It is new to this practicality below in conjunction with attached drawing to keep the purpose of this utility model, technical solution and advantage clearer
Type embodiment is further described.
Please refer to Fig.1,2, the embodiments of the present invention provide a kind of reservoir landslide intelligence dewatering well, the intelligence drop
Well 1 includes two parts of dewatering well and intelligence control system, the water level information in the intelligence control system monitoring dewatering well；
The bottom of the dewatering well is located at the lower section of Sliding Plane 3, and internal water sucking mouth 4 is located at 3 lower section of the Sliding Plane,
Positioned at the top of immersible pump 6, immersible pump 6 aspirates underground water and is discharged by dewatering well through water sucking mouth 4；The intelligence control system packet
Include water-level gauge 7, reservoir level receiver 12 and electronic controller 13；The water-level gauge 7 is located at the bottom of the dewatering well, monitors institute
It states water level value in dewatering well and is transmitted to the electronic controller 13, the reservoir level receiver 12 is by the reservoir level value of wireless receiving
Be transmitted to the electronic controller 13, the electronic controller 13 to reservoir level signal and the identification simultaneously of level of ground water signal at
Reason, when identifying that reservoir level is begun to decline, electronic controller 13 sends out enabled instruction to the immersible pump 6, makes underground in landslide
Water level is synchronous with reservoir level to be declined, and to eliminate the hysteresis effect of level of ground water, reduces the osmotic pressure for being unfavorable for slope stability；
When underground water low water line 2 is less than 3 or less 2~3 meters of Sliding Plane or not higher than library low water line 19, will send out standby
Instruction, pause are drawn water, until when groundwater level is higher than 3 or high outbound high-water line 18 of Sliding Plane, again to immersible pump 6
Enabled instruction is sent out, is so recycled；When electronic controller 13 analyzes and determines that reservoir level is steady or rises, electronic controller 13 to
The immersible pump 6 sends out halt instruction, no longer groundwater abstraction.
Further, the dewatering well further include ground or more outlet pipe 16, ecto-entad set gradually gravel filter
Water layer 9, pipe of concrete 11 and water-supply-pipe 10；One end of the water-supply-pipe 10 is connected to the water sucking mouth 4, the other end with it is described
One end of outlet pipe 16 is connected to, and the other end of the outlet pipe 16 is located at the top in gutter 17.When needing that underground water is discharged, lead to
6 groundwater abstraction of immersible pump is crossed, is expelled in gutter 17 by efferent duct 10 and outlet pipe 16 through water sucking mouth 4.The water suction
Mouth 4 is located at 3 or less 2~3 meters of Sliding Plane, to ensure that precipitation depth reaches 3 or less Sliding Plane.
Further, the outlet pipe 16 is equipped with valve 15.The speed of the control discharge water of the valve 15.
Further, coarse sands layer 5 is filled in the lower section of the dewatering well, and the immersible pump 6 is located in the coarse sands layer 5.With
Ensure the stability of 6 pedestal of immersible pump.
Further, the intelligence control system further includes power supply 14, the power supply 14 be the reservoir level receiver 12,
Electronic controller 13 is powered, and the electronic controller 13 is electrically connected with the immersible pump 6 by cable 8.
Further, the water-level gauge 7 is located at the lower section of Sliding Plane 3 and underground water low water line 2, guaranteed water level
Meter 7 can monitor 2 water level value below of underground water low water line.
Further, the power supply 14, reservoir level receiver 12 and electronic controller 13 are located at the dewatering well rear
In the babinet of below ground.
The utility model embodiment additionally provides a kind of reservoir landslide Intelligent prevention and cure method using the intelligent dewatering well,
Include the following steps：
(1) acquisition waits for the exercise data of harnessing landslide, determines that its forms of motion is retrogressive landslide, thrust load caused landslide or two
The existing hybrid landslide of kind forms of motion；
(2) it determines when harnessing landslide is retrogressive landslide or hybrid landslide, is obtained and come down by water table measure
After seepage field is with the changing rule of reservoir level, the slope surface for occurring hysteresis effect in level of ground water lays multiple rows of arc-shaped point
The gutter 17 of cloth, the 17 height above sea level highest of the gutter in the section line on landslide, described in the both sides boundary of landslide
17 height above sea level of gutter is low；
(3) multiple intelligent dewatering wells 1 are laid at the rear for often arranging the gutter 17, and the depth of the intelligence dewatering well 1 is answered
Go deep into the landslide sliding 3 hereinafter, well number gradually increases from landslide middle front part toward middle and back, well spacing is according to landslide size and pumping
The cone of depression radius of water test determines jointly；The laying principle of the intelligence dewatering well 1 is landslide middle front part underground water lag
The small position well number of effect can suitably reduce, and underground water hysteresis effect apparent position well number in middle and back should suitably increase；
(4) reservoir level data and well are obtained by the reservoir level receiver 12 and water-level gauge 7 of the intelligent dewatering well 1 in real time
Interior level of ground water data, and be transmitted to electronic controller 13 and handled, electronic controller 13 is dropped according to formula (1) dynamic regulation
Well pumping for water pump, that is, the head difference controlled between Landslide Groundwater position and reservoir level prevent Landslide Deformation；
Wherein, J is flowing pressure, head differences of the Δ h between level of ground water and reservoir level, γwFor the severe of water, L is
Percolation path length, i are hydraulic gradient, and A is discharge section area.
Embodiment two
With reference to attached drawing 3,4, the reservoir landslide intelligence dewatering well using the utility model embodiment one and its precipitation prevention side
The intelligent dewatering well 1 is arranged in method in reservoir landslide, multiple rows of arc gutter 17 is laid on landslide, behind gutter 17
The multiple intelligent dewatering wells 1 of side's setting, it is small according to landslide middle front part underground water hysteresis effect, and middle and back underground water lag effect
It answers apparent principle to lay the intelligent dewatering well 1 by radian, makes the height above sea level in the gutter 17 in the section line 20 of landslide,
17 height above sea level of gutter on boundary of landslide 21 is low.
Herein, the nouns of locality such as involved front, rear, top, and bottom are to be located in figure with parts in attached drawing and zero
Part mutual position defines, only for the purpose of expressing the technical solution clearly and conveniently.It should be appreciated that the noun of locality
Use should not limit the claimed range of the application.
In the absence of conflict, the feature in embodiment and embodiment herein-above set forth can be combined with each other.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all in this practicality
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (8)
1. a kind of reservoir landslide intelligence dewatering well, characterized in that including two parts of dewatering well and intelligence control system, the intelligence
Reservoir level information in energy control system monitoring dewatering well；The bottom of the dewatering well is located at the lower section of Sliding Plane, in
The water sucking mouth in portion is located at below the Sliding Plane, is located at the top of immersible pump, and immersible pump groundwater abstraction passes through the suction
The mouth of a river is discharged；The intelligence control system includes water-level gauge, reservoir level receiver and electronic controller；The water-level gauge is located at institute
The bottom for stating dewatering well monitors underground water place value in the dewatering well and is transmitted to the electronic controller, and the reservoir level connects
It receives device and the reservoir level value of reception is transmitted to the electronic controller processing, the level of ground water that the electronic controller processing receives
With reservoir level information, and the switch of the immersible pump is controlled according to the comparing result of processing.
2. a kind of reservoir landslide intelligence dewatering well according to claim 1, characterized in that the water-level gauge is to level of ground water
Monitoring in real time, and by the level of ground water data transmission of monitoring to the electronic controller；The reservoir level receiver is by reception
Real-time database waterlevel data is transmitted to the electronic controller；The electronic controller descends waterlevel data and reality in real time by reception
When reservoir level data carry out processing identification, when recognition result begins to decline for reservoir level, the electronic controller is to the diving
Pump sends out enabled instruction, and decline synchronous with reservoir level of level of ground water in landslide is made to be slided up to the interior level of ground water in landslide drops to landslide
When below dynamic face at 2~3 meters or not higher than library low water line, immersible pump is in standby, and pause is drawn water；Recognition result is library
When water level starts steady or rising, the electronic controller sends out open command to the immersible pump, stops groundwater abstraction.
3. a kind of reservoir landslide intelligence dewatering well according to claim 1, characterized in that the dewatering well include ground with
On outlet pipe, below ground ecto-entad set gradually gravel drainage layer, pipe of concrete and water-supply-pipe, the one of the water-supply-pipe
End is connected to the water sucking mouth, and the other end is connected to one end of the outlet pipe, and the other end of the outlet pipe is located at draining
The top of ditch.
4. a kind of reservoir landslide intelligence dewatering well according to claim 3, characterized in that the outlet pipe is equipped with valve
Door.
5. a kind of reservoir landslide intelligence dewatering well according to claim 1, characterized in that fill the lower section of the dewatering well
Coarse sands layer, the immersible pump are located in the coarse sands layer.
6. a kind of reservoir landslide intelligence dewatering well according to claim 1, characterized in that the intelligence control system is also wrapped
Power supply is included, the power supply is the reservoir level receiver, electronic controller power supply, and the electronic controller is logical with the immersible pump
Cross cable electric connection.
7. a kind of reservoir landslide intelligence dewatering well according to claim 1, characterized in that the water-level gauge is located at landslide and slides
Below dynamic face and underground water low water line.
8. a kind of reservoir landslide intelligence dewatering well according to claim 1, characterized in that the power supply, reservoir level receive
Device and electronic controller are located in the underground box at the dewatering well rear.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820034146.1U CN207987907U (en) | 2018-01-09 | 2018-01-09 | A kind of reservoir landslide intelligence dewatering well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820034146.1U CN207987907U (en) | 2018-01-09 | 2018-01-09 | A kind of reservoir landslide intelligence dewatering well |
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| Publication Number | Publication Date |
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| CN207987907U true CN207987907U (en) | 2018-10-19 |
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| CN201820034146.1U Expired - Fee Related CN207987907U (en) | 2018-01-09 | 2018-01-09 | A kind of reservoir landslide intelligence dewatering well |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166477A (en) * | 2018-01-09 | 2018-06-15 | 中国地质大学（武汉） | A kind of reservoir landslide intelligence dewatering well and reservoir landslide intelligence precipitation control method |
| CN109610433A (en) * | 2019-01-23 | 2019-04-12 | 中铁西北科学研究院有限公司 | Self-draining method during roadbed dimension in salt lake is feeding |
| CN112484817A (en) * | 2020-10-27 | 2021-03-12 | 中国地质大学（武汉） | Monitoring method of automatic water level monitoring device of water collecting well |
-
2018
- 2018-01-09 CN CN201820034146.1U patent/CN207987907U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166477A (en) * | 2018-01-09 | 2018-06-15 | 中国地质大学（武汉） | A kind of reservoir landslide intelligence dewatering well and reservoir landslide intelligence precipitation control method |
| CN109610433A (en) * | 2019-01-23 | 2019-04-12 | 中铁西北科学研究院有限公司 | Self-draining method during roadbed dimension in salt lake is feeding |
| CN109610433B (en) * | 2019-01-23 | 2021-06-01 | 中铁西北科学研究院有限公司 | Automatic drainage method in maintenance of salt lake subgrade |
| CN112484817A (en) * | 2020-10-27 | 2021-03-12 | 中国地质大学（武汉） | Monitoring method of automatic water level monitoring device of water collecting well |
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Granted publication date: 20181019 Termination date: 20190109 |