CN207987907U - A kind of reservoir landslide intelligence dewatering well - Google Patents

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

An intelligent precipitation well for reservoir landslides

technical field

The utility model belongs to the technical field of landslide prevention, and in particular relates to an intelligent dewatering well for hydrodynamic pressure landslides affected by reservoir water level fluctuations.

Background technique

With the rapid development of my country's economic construction, especially in the process of implementing the strategic decision of "Western Development", large-scale water conservancy and hydropower projects have been successively constructed in areas with complex geological conditions and frequent geological disasters of landslides, bringing huge economic benefits and also benefiting the reservoir. Many reservoir landslides have been induced in the area.

Due to its special hydrological conditions in the reservoir area, reservoir landslides are different from general landslides and side slopes. The deformation evolution of reservoir landslides will show a periodic law with the fluctuation of the reservoir water level. In my country's Three Gorges Reservoir area, the monitoring data of a large number of landslides (such as Baishuihe landslide, Huangtupo landslide, etc.) show that the deformation of landslides is obviously intensified during the period when the reservoir water level drops, while the deformation hardly increases during the period when the reservoir water level rises and the stable period, and the overall displacement The curve shows a "step-like" change law with time. This is because when the reservoir water level drops, the groundwater level in the landslide often lags behind the reservoir water level drop. As a result, the water head difference between the groundwater level in the middle of the landslide and the water level in the reservoir increases, thereby generating osmotic pressure pointing to the outside of the slope and increasing the sliding force of the landslide. Therefore, the movement form of the landslide in the reservoir area is often the traction type in which the deformation of the lower part is greater than that of the upper part.

At present, the commonly used landslide prevention and control measures in engineering include anti-slide prevention and control structures, surface drainage ditches, front edge slope protection and other measures, and anti-slide structural measures are mainly based on anti-slide piles. The working principle of the anti-slide pile is to provide sufficient anti-slide force for the slide body behind the pile, and control the stability of the landslide from the perspective of the stress field. This measure has an obvious effect on the push-type landslide whose thrust comes from the middle and rear. However, for hydrodynamic pressure landslides where the seepage field plays a leading role, since the movement form is generally traction, after the anti-slide piles are implanted, the sliding body in front of the piles will still be continuously deformed under the influence of the reservoir water. The deformation of the sliding body in front of the pile will cause the lack of resistance in front of the anti-slide pile, which makes it difficult to guarantee the long-term stability of the landslide-anti-slide pile system.

The inventors found that in the geological disaster control project in the reservoir area, traditional measures such as anti-slide piles are still used to control hydrodynamic pressure landslides. Although when designing anti-sliding piles, the safety reserve will be appropriately increased according to experience, and the anti-sliding force of the anti-sliding piles will be increased. However, this approach does not cure the symptoms, not only does not prevent the sliding body in front of the pile, but also causes economic waste. . In addition, since the main controlling factor of hydrodynamic pressure landslides is groundwater, under the action of long-term periodic reservoir water level fluctuations, the periodically changing dynamic osmotic pressure forms a kind of cyclic loading on landslides and anti-slide piles, while under the action of cyclic loading The long-term safety of the landslide-anti-slide pile system is difficult to be guaranteed. However, due to the periodic change of the reservoir water level, the traditional underground drainage method is difficult to apply to the reservoir landslide control project.

Utility model content

In view of this, the embodiment of the utility model provides a reservoir landslide intelligent dewatering well and its prevention and control method that can ensure efficient and economical control of landslide deformation, and have little disturbance to the seepage field and groundwater environment.

In order to solve the above-mentioned technical problems, the technical solution adopted by the embodiment of the utility model is, a reservoir landslide intelligent dewatering well, including two parts, a dewatering well and an intelligent control system; the bottom of the dewatering well is located below the sliding surface of the landslide, and its The internal water suction port is located below the sliding surface of the landslide and above the submersible pump; the intelligent control system includes a water level gauge, a reservoir water level receiver and an electronic controller; the water level gauge is located at the bottom of the dewatering well, monitoring the The water level value in the dewatering well is transmitted to the electronic controller, the reservoir water level receiver transmits the received reservoir water level value to the electronic controller for processing, and the electronic controller processes the received groundwater level and reservoir water level information, And control the switch of the submersible pump according to the processed comparison result.

Preferably, the dewatering well includes a water outlet pipe above the ground, a gravel filter layer, a concrete pipe, and a water delivery pipe are sequentially arranged below the ground from outside to inside, one end of the water delivery pipe is connected to the water suction port, and the other end is connected to the water inlet. One end of the water outlet pipe is connected, and the other end of the water outlet pipe is located above the drain.

Preferably, the outlet pipe is provided with a valve.

Preferably, a coarse sand layer is filled below the dewatering well, and the submersible pump is located in the coarse sand layer.

Preferably, the intelligent control system further includes a power supply, the power supply supplies power to the reservoir water level receiver and the electronic controller, and the electronic controller is electrically connected to the submersible pump through a cable.

Preferably, the water level gauge is located below the sliding surface of the landslide and the low water level of the groundwater.

Preferably, the power supply, reservoir water level receiver and electronic controller are located in an underground box behind the dewatering well.

The embodiment of the utility model also provides a method for intelligent prevention and control of reservoir landslides using the intelligent dewatering well, comprising the following steps:

(1) Collect the movement data of the landslide to be treated, and determine that its movement form is a traction landslide, a pushing landslide or a mixed landslide where both forms of movement exist;

(2) When it is determined that the landslide to be treated is a traction landslide or a mixed landslide, after obtaining the change law of the seepage field of the landslide with the water level of the reservoir through groundwater level monitoring, multiple rows of drainage ditches are laid on the surface of the slope body where the groundwater level has a hysteresis effect. The above drainage ditches have the highest elevation on the middle profile line of the landslide, and the elevation is lower at the borders on both sides of the landslide, and are distributed in an arc on the horizontal plane;

(3) A plurality of intelligent dewatering wells are arranged in the rear of each row of the drainage ditch, and the number of wells of the intelligent dewatering wells gradually increases from the middle front part to the middle rear part of the landslide, and the well spacing is based on the landslide scale and the drop funnel radius of the pumping test jointly determined;

(4) Obtain the reservoir water level data and the underground water level data in the well in real time through the reservoir water level receiver and the water level gauge of the intelligent dewatering well, and transmit to the electronic controller for processing, and the electronic controller dynamically adjusts the dewatering well water pump pumping according to formula (1) , that is to control the head difference between the groundwater level of the landslide and the water level of the reservoir to prevent the deformation of the landslide;

Among them, J is the hydrodynamic pressure, Δh is the head difference between the reservoir water level and the groundwater level, _γw is the water weight, L is the length of the seepage path, i is the hydraulic gradient, and A is the cross-sectional area of the water.

Compared with the related technology, the beneficial effect of the technical solution provided by the embodiment of the utility model is that, in the embodiment of the utility model, a reservoir landslide intelligent dewatering well, the receiver of the reservoir water level wirelessly receives the real-time data obtained by the reservoir water level monitoring device or the official The released real-time data of the reservoir water level, and transmit the reservoir water level data to the electronic controller; the electronic controller obtains the groundwater level in the precipitation well through the water level gauge in the precipitation well; When the water level begins to drop, the electronic controller sends a starting command to the submersible pump, so that the groundwater level in the landslide and the reservoir water level will drop synchronously, thereby eliminating the hysteresis effect of the groundwater level and reducing the osmotic pressure that is not conducive to the stability of the slope; when the groundwater level When it is 2 to 3 meters below the sliding surface of the landslide or not higher than the water level of the reservoir, a standby command will be issued until the groundwater level rises to the depth of the sliding surface of the landslide or higher than the water level of the reservoir, and the submersible pump will be issued a start command again, and this cycle; When the electronic controller analyzes and judges that the water level of the reservoir is stable or rising, the electronic controller will send a stop command to the submersible pump through the cable, which avoids equipment loss; the intelligent precipitation well dewatering method in the embodiment of the utility model can effectively reduce the water level of the reservoir The dynamic water pressure of the landslide caused by the fluctuation reduces the deformation of the landslide and improves its stability; it has the characteristics of intelligence, high efficiency and economy, and is especially suitable for traction reservoir landslides that are deformed by the drop of the reservoir water level.

Description of drawings

Fig. 1 is the structural schematic diagram of the reservoir landslide intelligent dewatering well of the utility model embodiment;

Fig. 2 is the schematic sectional view of hysteresis effect of reservoir landslide groundwater in the embodiment of the utility model;

Fig. 3 is the schematic cross-sectional view of the implementation of the reservoir landslide intelligent prevention and control method of the utility model embodiment;

Fig. 4 is a schematic layout diagram of the implementation of the method for intelligent prevention and control of reservoir landslides according to the embodiment of the utility model.

Among them: intelligent dewatering well 1, groundwater low water level line 2, landslide sliding surface 3, water suction port 4, coarse sand layer 5, submersible pump 6, water level gauge 7, cable 8, gravel filter layer 9, water delivery pipe 10, concrete pipe 11. Reservoir water level receiver 12, electronic controller 13, power supply 14, valve 15, outlet pipe 16, drainage ditch 17, reservoir high water level line 18, reservoir low water level line 19, landslide mid-section line 20, landslide boundary 21.

Detailed ways

In order to make the purpose, technical solutions and advantages of the utility model clearer, the following will further describe the implementation of the utility model in conjunction with the accompanying drawings.

Please refer to Fig. 1, 2, the embodiment of the utility model provides a kind of reservoir landslide intelligent dewatering well, described intelligent dewatering well 1 comprises two parts of dewatering well and intelligent control system, and described intelligent control system monitors the water level in the dewatering well Information; the bottom of the dewatering well is located below the sliding surface 3 of the landslide, and the water suction port 4 inside it is located below the sliding surface 3 of the landslide and above the submersible pump 6. The submersible pump 6 sucks groundwater through the suction port 4 and passes through the precipitation Well discharge; the intelligent control system includes a water level gauge 7, a reservoir water level receiver 12 and an electronic controller 13; the water level gauge 7 is located at the bottom of the dewatering well, and monitors the water level value in the dewatering well and transmits it to the electronic controller device 13, the reservoir water level receiver 12 transmits the wirelessly received reservoir water level value to the electronic controller 13, and the electronic controller 13 recognizes and processes the reservoir water level signal and the groundwater level signal at the same time. , the electronic controller 13 sends a starting command to the submersible pump 6, so that the groundwater level in the landslide and the reservoir water level will drop synchronously, thereby eliminating the hysteresis effect of the groundwater level and reducing the osmotic pressure that is not conducive to the stability of the slope body; when the groundwater level is low When line 2 is 2-3 meters below landslide sliding surface 3 or not higher than reservoir low water level line 19, a standby command will be issued to suspend pumping until the groundwater level is higher than landslide sliding surface 3 or higher than reservoir high water level line 18 , send start instruction to submersible pump 6 again, so cycle; When electronic controller 13 analyzes and judges that the reservoir water level is stable or rises, electronic controller 13 sends stop instruction to described submersible pump 6, no longer draw groundwater.

Further, the dewatering well also includes an outlet pipe 16 above the ground, a gravel filter layer 9 arranged in sequence from outside to inside, a concrete pipe 11 and a water delivery pipe 10; one end of the water delivery pipe 10 communicates with the water suction port 4 , the other end of which communicates with one end of the outlet pipe 16 , and the other end of the outlet pipe 16 is located above the gutter 17 . When the groundwater needs to be discharged, the groundwater is extracted by the submersible pump 6 and discharged into the drainage ditch 17 through the water suction port 4 through the output pipe 10 and the outlet pipe 16 . The water suction port 4 is located 2 to 3 meters below the sliding surface 3 of the landslide to ensure that the depth of precipitation reaches below the sliding surface 3 of the landslide.

Further, the outlet pipe 16 is provided with a valve 15 . Said valve 15 controls the rate at which the water is discharged.

Further, a coarse sand layer 5 is filled below the dewatering well, and the submersible pump 6 is located in the coarse sand layer 5 . To ensure the stability of the submersible pump 6 base.

Further, the intelligent control system also includes a power supply 14, the power supply 14 supplies power to the reservoir water level receiver 12 and the electronic controller 13, and the electronic controller 13 is electrically connected to the submersible pump 6 through a cable 8 .

Further, the water level gauge 7 is located below the landslide sliding surface 3 and the groundwater low water level 2 to ensure that the water level gauge 7 can monitor the water level below the groundwater low water level 2 .

Further, the power supply 14, reservoir water level receiver 12 and electronic controller 13 are located in a box below the ground behind the dewatering well.

The embodiment of the utility model also provides a method for intelligent prevention and control of reservoir landslides using the intelligent dewatering well, comprising the following steps:

(1) Collect the movement data of the landslide to be treated, and determine that its movement form is a traction landslide, a pushing landslide or a mixed landslide where both forms of movement exist;

(2) When it is determined that the landslide to be treated is a traction landslide or a mixed landslide, after obtaining the change law of the seepage field of the landslide with the water level of the reservoir through groundwater level monitoring, lay out multiple rows in an arc-shaped distribution on the surface of the slope body where the groundwater level has hysteresis effect The drainage ditch 17, the drainage ditch 17 along the mid-section line of the landslide has the highest elevation, and the drainage ditch 17 at the borders on both sides of the landslide has a low altitude;

(3) A plurality of intelligent dewatering wells 1 are arranged behind the drainage ditch 17 in each row. The depth of the intelligent dewatering wells 1 should go deep below the slide 3 of the landslide, and the number of wells gradually increases from the middle front part to the middle rear part of the landslide. , the well spacing is jointly determined according to the scale of the landslide and the radius of the falling funnel of the pumping test; the layout principle of the intelligent precipitation well 1 is that the number of wells in the front part of the landslide where the hysteresis effect of groundwater is small can be appropriately reduced, while the hysteresis effect of groundwater in the middle and rear parts The number of wells in obvious parts should be appropriately increased;

(4) Obtain the reservoir water level data and the underground water level data in the well in real time by the reservoir water level receiver 12 and the water level gauge 7 of the intelligent dewatering well 1, and transmit to the electronic controller 13 for processing, and the electronic controller 13 dynamically Adjust the water pumping of the dewatering well, that is, control the water head difference between the groundwater level of the landslide and the water level of the reservoir to prevent the deformation of the landslide;

Among them, J is the hydrodynamic pressure, Δh is the head difference between the groundwater level and the reservoir water level, _γw is the water weight, L is the length of the seepage path, i is the hydraulic gradient, and A is the cross-sectional area of the water.

Embodiment two

With reference to accompanying drawing 3,4, adopt the reservoir landslide intelligent dewatering well of the utility model embodiment one and precipitation prevention and control method thereof to set described intelligent dewatering well 1 on the reservoir landslide, arrange many rows of arc-shaped drains 17 on the landslide, in The rear of drainage ditch 17 is provided with a plurality of described intelligent dewatering wells 1, and according to the groundwater hysteresis effect in the front part of the landslide is small, and the principle that the hysteresis effect of groundwater in the middle and rear parts is obvious is arranged by the arc. The drainage ditch 17 on the line 20 has a high elevation, and the drainage ditch 17 along the landslide boundary 21 has a low elevation.

In this article, the orientation words such as front, rear, upper, and lower involved are defined by the parts in the drawings and the positions between the parts in the drawings, just for the clarity and convenience of expressing the technical solution. It should be understood that the use of the location words should not limit the scope of protection claimed in this application.

In the case of no conflict, the above-mentioned embodiments and features in the embodiments herein may be combined with each other.

The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.

Claims (8)

1. a reservoir landslide intelligent dewatering well, is characterized in that, comprises two parts of dewatering well and intelligent control system, and described intelligent control system monitors the reservoir water level information in dewatering well; The bottom of described dewatering well is positioned at the below of landslide sliding surface , the internal water suction port is located below the sliding surface of the landslide and above the submersible pump, and the submersible pump pumps groundwater and discharges it through the water suction port; the intelligent control system includes a water level gauge, a reservoir water level receiver and an electronic controller; The water level gauge is located at the bottom of the dewatering well, monitors the groundwater level value in the dewatering well and transmits it to the electronic controller, and the reservoir water level receiver transmits the received reservoir water level value to the electronic controller for processing. The electronic controller processes the received groundwater level and reservoir water level information, and controls the switch of the submersible pump according to the processed comparison result. 2. a kind of reservoir landslide intelligent dewatering well according to claim 1, is characterized in that, described water level meter monitors groundwater level in real time, and the groundwater level data of monitoring is transmitted to described electronic controller; The receiver transmits the received real-time reservoir water level data to the electronic controller; the electronic controller processes and identifies the received real-time underground water level data and real-time reservoir water level data, and the recognition result is that when the reservoir water level begins to drop, the electronic The controller sends a starting command to the submersible pump, so that the groundwater level in the landslide and the reservoir water level drop synchronously until the groundwater level in the landslide drops to 2 to 3 meters below the sliding surface of the landslide or when it is not higher than the low water level of the reservoir, the submersible pump is at In the standby state, pumping is suspended; when the identification result shows that the water level of the reservoir starts to stabilize or rise, the electronic controller sends a disconnection command to the submersible pump to stop pumping groundwater. 3. a kind of reservoir landslide intelligent dewatering well according to claim 1, is characterized in that, described dewatering well comprises the outlet pipe above the ground, below the ground, sand and gravel filter layer, concrete pipe and water delivery pipe are arranged successively from outside to inside, One end of the water delivery pipe communicates with the water suction port, the other end communicates with one end of the water outlet pipe, and the other end of the water outlet pipe is located above the drainage ditch. 4. A reservoir landslide intelligent dewatering well according to claim 3, wherein a valve is provided on the outlet pipe. 5. A kind of reservoir landslide intelligent dewatering well according to claim 1, characterized in that, the bottom of the dewatering well is filled with a coarse sand layer, and the submersible pump is located in the coarse sand layer. 6. A kind of reservoir landslide intelligent dewatering well according to claim 1, is characterized in that, described intelligent control system also comprises power supply, and described power supply supplies power for described reservoir water level receiver, electronic controller, and described electronic control system The device is electrically connected with the submersible pump through a cable. 7. A reservoir landslide intelligent dewatering well according to claim 1, wherein the water level gauge is located below the landslide sliding surface and the groundwater low water level. 8. A reservoir landslide intelligent dewatering well according to claim 1, wherein the power supply, reservoir water level receiver and electronic controller are located in the underground box behind the dewatering well.