Emergency power anchoring water penetration test system and test method

Abstract

The invention discloses a dynamic water penetration test system for an emergency power anchor. The dynamic water penetration test system comprises a movable bed and dynamic water circulation module, a power anchor transmitting module, a power anchor drawing module, a video acquisition module and an auxiliary lighting module, the moving bed and moving water circulation module simulates breach water flow and riverbed boundaries, the power anchor transmitting module is used for forcefully penetrating a power anchor into the moving bed and moving water circulation module, and the video acquisition module is used for acquiring the penetration motion trail of the power anchor. The power anchor drawing module is used for testing tension data of pulling a power anchor out of the moving bed and the moving water circulation module, and the auxiliary lighting module is used for providing uniform light illumination for the moving bed and the moving water circulation module. According to the invention, the penetration emission module is taken as a core, a large circulating water tank is taken as a basis, technologies such as image recognition and multi-working-condition cold emission are utilized, two functions of dynamic water penetration and anchor body drawing are integrated, and real-time observation and research on an anchor body penetration process, an interface effect, anchor body offset and an anchoring force test are realized in a dynamic water environment.

Description

Technical Field

[0001] The invention belongs to the technical field of water conservancy emergency rescue, and in particular relates to an emergency rescue power anchor dynamic water penetration test system and a test method. Background Art

[0002] Rapid sealing of large breaches in river embankments is a global technical challenge; currently, the use of dynamic anchors in emergency rescue projects is a brand-new method. There is still a lack of research on the penetration of dynamic anchors in moving water and soil. Although there are some experimental research results, the experimental technology is still very immature, especially the penetration test in moving water. The existing penetration test generally launches the dynamic anchor into the soil, then digs out the soil to check the position of the dynamic anchor and calculate the penetration trajectory of the anchor cable. This test method does not take into account the influence of high-speed water flow in the breach during the emergency rescue application, and it is difficult to accurately collect the trajectory of the entire process of the dynamic anchor movement.

[0003] In addition, the Chinese invention patent with application number 202411144302.6 discloses a visual penetration test system and method for emergency power anchors. This technical solution overcomes the above-mentioned problems of "difficulty in data collection, large errors in test results, and difficulty in accurately collecting the motion trajectory of the power anchor" in the test, and realizes the visualization of the entire penetration process. However, since the test is conducted in a static water tank, there is a big gap with the actual site in the emergency rescue operation of river embankment breaches, especially floods with different flow rates have a great impact on the launch process of the power anchor. Therefore, it is urgent to develop a dynamic water penetration test system, improve the existing power anchor penetration test technology and equipment, and provide important technical support for emergency plugging applications. Summary of the invention

[0004] In order to solve the shortcomings of the existing penetration test technology, the present invention provides a scientific and intuitive emergency power anchor dynamic water penetration test system and test method. It can realize the visualized dynamic water penetration test of the emergency power anchor, collect the dynamic anchor movement trajectory, dynamic water impact offset and anchoring force data in the soil in real time, collect accurate and complete data, and the test system configuration is scientific and easy to operate.

[0005] In order to solve the above technical problems, the present invention adopts the following technical solutions: a rescue power anchor dynamic water penetration test system, including a moving bed and dynamic water circulation module, a power anchor launching module, a power anchor pulling module, a video acquisition module and an auxiliary lighting module; the moving bed and dynamic water circulation module simulate the breach water flow and the riverbed boundary, the water flow inside the moving bed and dynamic water circulation module flows from back to front, the power anchor launching module is arranged on the base, the power anchor launching module is located on the right side of the moving bed and dynamic water circulation module, the power anchor pulling module is arranged on the power anchor launching module, the power anchor launching module is used to forcefully penetrate the power anchor connected with the anchor cable into the moving bed and dynamic water circulation module, the video acquisition module is used to collect the penetration motion trajectory of the power anchor and transmit the collected data to the online data processing module, the power anchor pulling module is used to test the tension data of pulling the anchor cable to pull the power anchor out of the moving bed and dynamic water circulation module, and the auxiliary lighting module is arranged outside the moving bed and dynamic water circulation module and provides uniform light illumination to the inside of the moving bed and dynamic water circulation module.

[0006] The dynamic bed and dynamic water circulation module include a steel frame, on which a glass water tank with a width of 1m and a height of 0.8m is provided. Legs are provided at the bottom of the glass water tank. A flow control solenoid valve is provided at the water inlet at the rear end of the glass water tank. The water depth is controlled by a stainless steel shutter tail gate at the water outlet at the front end of the glass water tank. Water flow is provided by a water pump at the water inlet at the rear end and the water outlet at the front end of the glass water tank. Circulating water supply is achieved through pipes and channels. A soil trough is set at the bottom of the glass water tank to simulate a breached riverbed. The soil trough is filled with dense soil with a thickness of 0.3m, a width of 0.8m and a length of 1.5m. A reference coordinate system is provided on the glass water tank on the opposite side of the power anchor launching module.

[0007] The power anchor launching module comprises a column vertically arranged on the base, a horizontally adjustable crossbeam is arranged on the upper part of the column, a launching frame is connected to the left end of the crossbeam through an angle adjusting mechanism, a trajectory control groove is arranged on the top of the launching frame in the left-right direction, an elastic column is respectively arranged on the front and rear sides of the left end of the trajectory control groove on the top of the launching frame, a launcher card slot and a laser aimer are arranged on the top of the launching frame at the right end of the trajectory control groove, a card block which can move up and down is arranged in the launcher card slot on the launching frame, a trigger for driving the card block to move up and down is arranged at the lower part of the right end of the launching frame, and a replaceable elastic rubber band is arranged between the two elastic columns; a telescopic adjusting rod is hinged between the right end of the crossbeam and the middle part of the column, and the telescopic adjusting rod comprises an internally threaded sleeve in the middle and two upper and lower forward and reverse screws.

[0008] The power anchor is a round rod structure with a pointed left end. A slot that cooperates with two blocks is provided on the right side of the power anchor. A hook groove is opened on the outer circle of the front of the power anchor, which opens to the right and forms an acute angle with the center line of the power anchor. The middle part of the right side of the elastic rubber band is tensioned and hung in the hook groove. The right end of the power anchor is connected to the anchor cable through the tail ring of the hanging cable, and the left end of the anchor cable is wound in an anchor cable box with a winding wheel, and the anchor cable box is fixed on the lower left side of the launcher.

[0009] The angle adjustment mechanism includes an articulated shaft, a slide, a slider and an adjusting rod. The launcher is rotatably connected to the left end of the beam through the articulated shaft. The slide is arranged on the beam along the left and right directions. The slider is slidably connected in the slide. The left end of the adjusting rod is fixedly connected to the lower part of the launcher. The right end of the adjusting rod is hinged to the slider. A top screw for positioning the slider is provided on the beam, and a handle is provided at the outer end of the top screw. A bubble level for leveling is provided on the beam.

[0010] The power anchor pulling module includes a first pulley, a second pulley, a dynamometer and a pulling device. The first pulley is arranged at the bottom of the beam on the left side of the column, the second pulley is arranged on the left side of the column and below the beam, and the dynamometer is arranged at the lower part of the left side of the column.

[0011] The video acquisition module includes a top-view bracket, a front-view bracket and a side-view bracket. The top-view bracket is provided with a top-view high-speed camera located directly above the glass water tank. The front-view bracket is provided with a front-view high-speed camera located on the right side of the glass water tank and on the left side of the column. The side-view bracket is provided with a side-view waterproof high-speed camera located in the water flow inside the glass water tank.

[0012] The auxiliary lighting module comprises an LED light strip arranged at the bottom of the glass water tank and a plurality of lighting lamps arranged at the top edge of the glass water tank.

[0013] The emergency power anchor dynamic water penetration test method is operated using the emergency power anchor dynamic water penetration test system, including the following steps: S1. Set up soil trough: Use fine loess with a median particle size of 0.02 mm to simulate the breached riverbed soil. Place fine loess in the soil trough at the bottom of the glass water tank and compact, fill, flatten, and water it for testing; S2. Set up the video acquisition module and auxiliary lighting module: install the top-view bracket, front-view bracket and side-view bracket above, on the side and inside the glass water tank test area, respectively; install a top-view high-speed camera on the top-view bracket, a front-view high-speed camera on the front-view bracket, and a side-view waterproof high-speed camera on the side-view bracket. The shooting frame rate of each camera shall not be less than 500fps. Adjust the viewing angle and prepare for shooting; install an LED light strip around the soil trough at the bottom of the glass water tank, and install a lighting lamp on the top edge of the glass water tank to ensure sufficient light during the test period; S3. Debug the simulated breach water flow boundary: start the water pump, use the flow control solenoid valve to slowly increase the flow, adjust the water depth through the stainless steel shutter tail gate until the water depth and flow rate are controlled to meet the test conditions, record the flow, water depth, flow rate, water temperature and other parameters, and adjust the auxiliary lighting module to meet the visual transparency of the water body; S4. Debug the power anchor launch module: first level the beam using the bubble level on the beam, rotate the internal threaded sleeve to adjust the telescopic adjustment rod to an appropriate length to fix the beam in a horizontal state, and then adjust the angle adjustment mechanism according to the test working conditions so that the launch frame reaches the predetermined launch angle and is fixed; configure a special elastic rubber band with pre-calibrated tension and rated initial velocity indicators; select the elastic rubber band according to the initial velocity (tension) requirements selected in the test and connect the two ends of the elastic rubber band to the two elastic columns; S5. Preparation for the launch anchor test: Select a suitable power anchor, pull out the anchor cable from the anchor cable box and connect it to the tail ring of the hanging cable at the right end of the power anchor; all cameras start recording, or use the mobile phone Bluetooth to remotely control each camera, and non-test personnel evacuate the scene; the launch experimenter wears a safety helmet with a transparent mask and a protective vest, hangs the elastic rubber band in the hook hanging slot of the cable power anchor, pulls the power anchor with the elastic rubber band to the right through the trajectory control slot to the launcher slot, and the slot on the power anchor cooperates with the card block; S6. Launching the power anchor and collecting data: Turn on the laser sight, check that all preparations are correct, then pull the trigger at the bottom right end of the launcher to drive the two blocks to move downward and out of the slots in the power anchor. The power anchor is launched elastically under the action of the elastic rubber band, and the power anchor is shot through the flowing water into the underwater soil. Three cameras shoot the movement trajectory of the power anchor during penetration and the displacement when entering the soil from three angles: top view, front view, and side view (underwater). After the power anchor enters the soil, the anchor cable connected to the power anchor is passed through the first pulley and the second pulley, and connected to the dynamometer. The pulling device pulls the anchor cable, and the displayed tension and change process of the dynamometer are recorded until the power anchor is pulled out of the soil. S7. Continue to repeat tests (3) to (6) multiple times to collect penetration and extraction data of multiple power anchors; shut down the water pump and auxiliary lighting module, remove the camera, retract the power anchor and elastic rubber band, and return the safety protection equipment to its original position; S8. Test data collation and analysis: collate the test videos, photos and tension records, use Tracker software and reference coordinate system to analyze the power anchor penetration trajectory, interface shock wave, velocity attenuation, power anchor offset and power anchor burial posture data, and finally write a test report.

[0014] By adopting the above technical solution, the present invention has outstanding substantive features and significant progress compared with the prior art, as follows: 1) The base is used to place all test devices to ensure the stability of the system during the launch, penetration and pulling process. The launcher can rotate freely, and the angle adjustment mechanism can be used to adjust the launch angle. The launch force of the power anchor can be adjusted by adjusting the tension and elastic coefficient of the elastic rubber band (equipped with a special elastic conversion table), and the launch force can be adjusted and controlled according to the number and length of the elastic rubber band. The power anchor uses a special cable anchor, and the power anchor has a reverse-pull anchor barb to simulate the anchoring characteristics of the power anchor. After determining the deflection angle of the control launcher, fix one end of the selected elastic rubber band on the elastic column according to the launch force, and hang the other end into the hook groove of the power anchor, then tighten the elastic rubber band and clip it into the slot of the power anchor, and at the same time connect the anchor cable in the anchor cable box to the tail end of the power anchor, which is in a free release state; then aim at the penetration point through the laser sight, pull the trigger, drive the two card blocks to move down and out of the slot, and complete the elastic launch of the power anchor under the action of the elastic rubber band, and shoot the power anchor into the glass water tank.

[0015] 2) The glass water tank supported by a steel frame has good perspective effect and structural strength. The reference coordinate system set on the left side of the glass water tank (opposite to the power anchor launch module) is used to display the motion trajectory of the power anchor in the water, which is convenient for image tracking and analysis. The LED light strip configured at the bottom of the glass water tank is a special lighting device. After the direction and position are controlled, the light in the glass water tank is uniform, without light spots, shadows, and diffuse reflections, which is conducive to the high-speed camera to capture a clear and complete penetration process.

[0016] 3) High-speed cameras are set on the front, top and side of the glass water tank, and the height of the high-speed camera is facing the geometric center of the glass water tank; the shooting frame rate of the high-speed camera is 500fps. When the power anchor is launched, the high-speed camera is started to shoot the image of the power anchor penetration process, and the penetration process is recorded dynamically with high frame rate and high definition. The penetration process and the interface effect of the power anchor when passing through different media are completely recorded and transmitted to the computer in real time via Bluetooth function. Then the computer's built-in Tracker image analysis software draws the power anchor penetration trajectory and analyzes and calculates the anchor body offset affected by dynamic water.

[0017] 4) After the power anchor has penetrated, the anchor cable pre-connected on the power anchor is passed through the first pulley and the second pulley and then connected to the dynamometer. When pulling the anchor cable, a pulling device or manual labor can be used to make the pulling direction consistent with the penetration direction. The dynamometer records the entire process and transmits the dynamic data of the pulling force to the anchor force collector.

[0018] 5) After the penetration test, the video collected by the high-speed camera is imported into the Tracker software in the computer. By using the image tracking and analysis Tracker, the penetration trajectory of the power anchor can be drawn, the anchor body offset and interface shock wave elements can be analyzed and counted, and the speed of the power anchor at different times and in different media can be analyzed, and the speed attenuation change curve of the power anchor penetration process can be drawn.

[0019] In summary, the present invention is a multi-medium dynamic water penetration test system, which takes the penetration launch module as the core, constructs the breach dynamic water environment with large-scale circulating water tanks and soil tanks, utilizes image recognition, multi-condition cold launch and other technologies, integrates the two major functions of dynamic water penetration and anchor body pulling into one, and realizes real-time observation and research on the anchor body penetration process, interface effect, anchor body offset, and anchoring force test in a dynamic water environment. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a front structural schematic diagram of the present invention; Figure 2 A top view of the present invention; Figure 3 yes Figure 1 Left view of Figure 4 It is a three-dimensional structural schematic diagram of the present invention. DETAILED DESCRIPTION

[0021] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the accompanying drawings in the embodiments of the present invention.

[0022] like Figure 1-Figure 4 As shown, the emergency power anchor dynamic water penetration test system of the present invention includes a dynamic bed and dynamic water circulation module, a power anchor launching module, a power anchor pulling module, a video acquisition module and an auxiliary lighting module; the dynamic bed and dynamic water circulation module simulates the breach water flow and the riverbed boundary, and the water flow inside the dynamic bed and dynamic water circulation module flows from back to front ( Figure 1 As shown by the arrow in the middle, the power anchor launching module and the moving bed and water circulation module are all arranged on a base 1, the power anchor launching module is located on the right side of the moving bed and water circulation module, the power anchor pulling module is arranged on the power anchor launching module, the power anchor launching module is used to forcefully penetrate the power anchor connected with the anchor cable into the moving bed and water circulation module, the video acquisition module is used to collect the penetration motion trajectory of the power anchor and transmit the collected data to the online data processing module, the power anchor pulling module is used to test the tension data of pulling the anchor cable to pull the power anchor out of the moving bed and water circulation module, and the auxiliary lighting module is arranged outside the moving bed and water circulation module and provides uniform light illumination to the inside of the moving bed and water circulation module.

[0023] The dynamic bed and dynamic water circulation module include a steel frame 2, on which a glass water tank 3 with a width of 1m, a height of 1m and an unlimited length is provided. A support leg 4 is provided at the bottom of the glass water tank 3. A flow control solenoid valve (not shown) is provided at the rear end water inlet of the glass water tank 3. The water depth is controlled by a stainless steel shutter tail gate (not shown) at the front end water outlet of the glass water tank 3. The rear end water inlet and the front end water outlet of the glass water tank 3 are provided with water flow by a water pump (not shown), and circulating water supply is realized through pipes and channels. A soil trough 5 is provided at the bottom of the glass water tank 3 to simulate a breached riverbed. The soil trough 5 is filled with dense soil with a thickness of 0.3m, a width of 0.8m and a length of 1.5m to simulate a breached riverbed. A reference coordinate system 6 is provided on the glass water tank 3 on the opposite side of the power anchor launching module.

[0024] The power anchor launch module includes a column 7 vertically arranged on the base 1, a horizontally adjustable beam 8 is provided on the upper part of the column 7, a launch frame 9 is connected to the left end of the beam 8 through an angle adjustment mechanism, a trajectory control groove 10 is provided on the top of the launch frame 9 in the left and right directions, an elastic column 11 is provided on the front and rear sides of the left end of the trajectory control groove 10 on the top of the launch frame 9, a launcher card slot 12 and a laser sight 13 are provided on the top of the launch frame 9 at the right end of the trajectory control groove 10, a card block that can move up and down is provided in the launcher card slot 12 on the launch frame 9, a trigger 14 for driving the card block to move up and down is provided at the lower right end of the launch frame 9, and a replaceable elastic rubber band 15 is provided between the two elastic columns 11; a telescopic adjustment rod 35 is hinged between the right end 8 of the beam and the middle part of the column, and the telescopic adjustment rod 35 includes an internal threaded sleeve in the middle and two upper and lower forward and reverse screws.

[0025] The power anchor 16 is a round rod structure with a pointed left end. The right side of the power anchor 16 is provided with a slot that is engaged with two blocks. The front outer circle of the power anchor 16 is provided with a hook groove that opens to the right and forms an acute angle with the center line of the power anchor 16. The middle part of the right side of the elastic rubber band 15 is tensioned and hung in the hook groove; the right end of the power anchor 16 is connected to the anchor cable 17 through the tail ring of the hanging cable, and the left end of the anchor cable 17 is wound in an anchor cable box 18 provided with a winding wheel, and the anchor cable box 18 is fixed to the lower left side of the launcher 9.

[0026] The angle adjustment mechanism includes an articulated shaft 19, a slide 20, a slider 21 and an adjusting rod 22. The launching frame 9 is rotatably connected to the left end of the beam 8 through the articulated shaft 19. The slide 20 is arranged on the beam 8 along the left and right directions. The slider 21 is slidably connected in the slide 20. The left end of the adjusting rod 22 is fixedly connected to the lower part of the launching frame 9. The right end of the adjusting rod 22 is hinged to the slider 21. A top screw for positioning the slider 21 is provided on the beam 8, and a handle is provided at the outer end of the top screw; a bubble level 23 for leveling is provided on the beam 8.

[0027] The dynamic anchor pulling module includes a first pulley 24, a second pulley 25, a dynamometer 26 and a pulling device. The first pulley 24 is arranged at the bottom of the beam 8 on the left side of the column 7, the second pulley 25 is arranged on the left side of the column 7 and below the beam 8, and the dynamometer 26 is arranged at the lower left part of the column 7.

[0028] The video acquisition module includes a top-view bracket 27, a front-view bracket 28 and a side-view bracket 29. The top-view bracket 27 is provided with a top-view high-speed camera 30 located directly above the glass water tank 3. The front-view bracket 28 is provided with a front-view high-speed camera 31 located on the right side of the glass water tank 3 and on the left side of the column 7. The side-view bracket 29 is provided with a side-view waterproof high-speed camera 32 located in the water flow inside the glass water tank 3.

[0029] The auxiliary lighting module includes an LED light strip 33 arranged at the bottom of the glass water tank 3 and a plurality of lighting lamps 34 arranged at the top edge of the glass water tank 3 .

[0030] The emergency power anchor dynamic water penetration test method is operated using the emergency power anchor dynamic water penetration test system, including the following steps: S1. Setting up soil trough 5: using fine loess with a median particle size of 0.02 mm to simulate the breached riverbed soil, placing fine loess in the soil trough 5 at the bottom of the glass water tank 3 and compacting, filling, leveling, and filling with water to prepare for the test; S2, set up the video acquisition module and auxiliary lighting module: the top view bracket 27, the front view bracket 28 and the side view bracket 29 are respectively set above, on the side and inside the glass water tank 3 test area, the top view high-speed camera 30 is installed on the top view bracket 27, the front view high-speed camera 31 is installed on the front view bracket 28, and the side view waterproof high-speed camera 32 is installed on the side view bracket 29. The shooting frame rate of each camera is not less than 500fps, and the viewing angle is adjusted and ready for shooting; an LED light strip 33 is set around the soil trough 5 at the bottom of the glass water tank 3, and a lighting lamp 34 is installed on the top edge of the glass water tank 3 to ensure sufficient light during the test period; S3. Debug the simulated breach water flow boundary: start the water pump, use the flow control solenoid valve to slowly increase the flow, adjust the water depth through the stainless steel shutter tail gate until the water depth and flow rate are controlled to meet the test conditions, record the flow, water depth, flow rate, water temperature and other parameters, and adjust the auxiliary lighting module to meet the visual transparency of the water body; S4. Debug the power anchor launch module: firstly level the beam 8 using the bubble level 23 on the beam 8, rotate the internal threaded sleeve to adjust the telescopic adjustment rod 35 to a suitable length to fix the beam 8 in a horizontal state; then adjust the angle adjustment mechanism according to the test working condition requirements to make the launch frame 9 reach a predetermined launch angle and fix it; configure a special elastic rubber band with a pre-rated tension and rated initial velocity index, see Table 1; select the elastic rubber band according to the initial velocity (tension) requirements selected by the test and connect the two ends of the elastic rubber band to the two elastic columns 11; Table 1 Relationship between characteristic parameters of elastic rubber band 15 and elastic force and initial velocity S5. Preparation for the launch anchor test: Select a suitable power anchor 16, and pull out the anchor cable 17 from the anchor cable box 18 and connect it to the tail ring of the hanging cable at the right end of the power anchor 16; all cameras start recording, or use the mobile phone Bluetooth to remotely control each camera, and non-test personnel evacuate the scene; the launch experimenter wears a safety helmet with a transparent mask and a protective vest, hangs the elastic rubber band 15 in the hook hanging slot of the cable power anchor 16, and pulls the power anchor 16 with the elastic rubber band hung on it to the right through the trajectory control slot 10 to the launcher card slot 12, and the card slot on the power anchor 16 cooperates with the card block; S6, launching the power anchor 16 and collecting data: turn on the laser sight 13, check that all preparations are correct, pull the trigger 14 at the bottom right end of the launch frame 9, drive the two blocks to move down and disengage from the slots in the power anchor 16, and complete the elastic launch of the power anchor 16 under the action of the elastic rubber band 15, and shoot the power anchor 16 through the flowing water into the underwater soil; three cameras shoot the movement trajectory of the power anchor 16 during the penetration process and the offset when entering the soil from three angles: top view, front view, and side view (underwater); after the power anchor 16 enters the soil, the anchor cable 17 connected to the power anchor 16 is passed through the first pulley 24 and the second pulley 25, and connected to the dynamometer 26, and the pulling device pulls the anchor cable 17, and records the displayed tension and change process of the dynamometer 26 until the power anchor 16 is pulled out of the soil; S7. Continue to repeat tests (3) to (6) for multiple times, collect penetration and extraction data of multiple power anchors 16; shut down the water pump and auxiliary lighting module, remove the camera, retract the power anchor 16 and elastic rubber band 15, and return the safety protection equipment to its original position; S8. Test data collation and analysis: collate the test videos, photos and tension records, use Tracker software and reference coordinate system 6 to analyze the penetration trajectory of the power anchor 16, interface shock wave, velocity attenuation, displacement of the power anchor 16, and the posture of the power anchor 16 in the ground, and finally write a test report.

[0031] The above two embodiments do not impose any formal restrictions on the shape, material, structure, etc. of the present invention. Any simple modifications, equivalent changes and modifications made to the above embodiments based on the technical essence of the present invention are within the protection scope of the technical solution of the present invention.

Claims

1. Emergency power anchor dynamic water penetration test system, characterized by: It includes a moving bed and moving water circulation module, a power anchor launching module, a power anchor pulling module, a video acquisition module and an auxiliary lighting module; the moving bed and moving water circulation module simulates the breach water flow and the riverbed boundary, the water flow inside the moving bed and moving water circulation module flows from back to front, the power anchor launching module is arranged on the base, the power anchor launching module is located on the right side of the moving bed and moving water circulation module, the power anchor pulling module is arranged on the power anchor launching module, the power anchor launching module is used to forcefully penetrate the power anchor connected with the anchor cable into the moving bed and moving water circulation module, the video acquisition module is used to collect the penetration motion trajectory of the power anchor, the power anchor pulling module is used to test the tension data of pulling the anchor cable to pull the power anchor out of the moving bed and moving water circulation module, and the auxiliary lighting module is arranged outside the moving bed and moving water circulation module and provides uniform light illumination to the inside of the moving bed and moving water circulation module.

2. The emergency power anchor dynamic water penetration test system according to claim 1 is characterized by: The dynamic bed and dynamic water circulation module include a steel frame, on which a glass water tank with a width of 1m and a height of 0.8m is provided. Legs are provided at the bottom of the glass water tank. A flow control solenoid valve is provided at the water inlet at the rear end of the glass water tank. The water depth is controlled by a stainless steel shutter tail gate at the water outlet at the front end of the glass water tank. Water flow is provided by a water pump at the water inlet at the rear end and the water outlet at the front end of the glass water tank. Circulating water supply is achieved through pipes and channels. A soil trough is set at the bottom of the glass water tank to simulate a breached riverbed. The soil trough is filled with dense soil with a thickness of 0.3m, a width of 0.8m and a length of 1.5m. A reference coordinate system is provided on the glass water tank on the opposite side of the power anchor launching module.

3. The emergency power anchor dynamic water penetration test system according to claim 2 is characterized by: The power anchor launching module comprises a column vertically arranged on the base, a horizontally adjustable crossbeam is arranged on the upper part of the column, a launching frame is connected to the left end of the crossbeam through an angle adjusting mechanism, a trajectory control groove is arranged on the top of the launching frame in the left-right direction, an elastic column is respectively arranged on the front and rear sides of the left end of the trajectory control groove on the top of the launching frame, a launcher card slot and a laser aimer are arranged on the top of the launching frame at the right end of the trajectory control groove, a card block which can move up and down is arranged in the launcher card slot on the launching frame, a trigger for driving the card block to move up and down is arranged at the lower part of the right end of the launching frame, and a replaceable elastic rubber band is arranged between the two elastic columns; a telescopic adjusting rod is hinged between the right end of the crossbeam and the middle part of the column, and the telescopic adjusting rod comprises an internally threaded sleeve in the middle and two upper and lower forward and reverse screws.

4. The emergency power anchor dynamic water penetration test system according to claim 3 is characterized by: The power anchor is a round rod structure with a pointed left end. A slot that cooperates with two blocks is provided on the right side of the power anchor. A hook groove is opened on the outer circle of the front of the power anchor, which opens to the right and forms an acute angle with the center line of the power anchor. The middle part of the right side of the elastic rubber band is tensioned and hung in the hook groove. The right end of the power anchor is connected to the anchor cable through the tail ring of the hanging cable, and the left end of the anchor cable is wound in an anchor cable box with a winding wheel, and the anchor cable box is fixed on the lower left side of the launcher.

5. The emergency power anchor dynamic water penetration test system according to claim 3 or 4, characterized in that: The angle adjustment mechanism includes an articulated shaft, a slide, a slider and an adjusting rod. The launcher is rotatably connected to the left end of the beam through the articulated shaft. The slide is arranged on the beam along the left and right directions. The slider is slidably connected in the slide. The left end of the adjusting rod is fixedly connected to the lower part of the launcher. The right end of the adjusting rod is hinged to the slider. A top screw for positioning the slider is provided on the beam, and a handle is provided at the outer end of the top screw. A bubble level for leveling is provided on the beam.

6. The emergency power anchor dynamic water penetration test system according to claim 5 is characterized by: The power anchor pulling module includes a first pulley, a second pulley, a dynamometer and a pulling device. The first pulley is arranged at the bottom of the beam on the left side of the column, the second pulley is arranged on the left side of the column and below the beam, and the dynamometer is arranged at the lower part of the left side of the column.

7. The emergency power anchor dynamic water penetration test system according to claim 6 is characterized by: The video acquisition module includes a top-view bracket, a front-view bracket and a side-view bracket. The top-view bracket is provided with a top-view high-speed camera located directly above the glass water tank. The front-view bracket is provided with a front-view high-speed camera located on the right side of the glass water tank and on the left side of the column. The side-view bracket is provided with a side-view waterproof high-speed camera located in the water flow inside the glass water tank.

8. The emergency power anchor dynamic water penetration test system according to claim 7 is characterized by: The auxiliary lighting module comprises an LED light strip arranged at the bottom of the glass water tank and a plurality of lighting lamps arranged at the top edge of the glass water tank.

9. A method for testing the dynamic water penetration of an emergency power anchor, which is operated by using the dynamic water penetration test system for an emergency power anchor as claimed in claim 8, characterized in that: The following steps are involved: S1. Set up soil trough: Use fine loess with a median particle size of 0.02 mm to simulate the breached riverbed soil. Place fine loess in the soil trough at the bottom of the glass water tank and compact, fill, flatten, and water it for testing; S2. Set up the video acquisition module and auxiliary lighting module: install the top-view bracket, front-view bracket and side-view bracket above, on the side and inside the glass water tank test area, respectively; install a top-view high-speed camera on the top-view bracket, a front-view high-speed camera on the front-view bracket, and a side-view waterproof high-speed camera on the side-view bracket. The shooting frame rate of each camera shall not be less than 500fps. Adjust the viewing angle and prepare for shooting; install an LED light strip around the soil trough at the bottom of the glass water tank, and install a lighting lamp on the top edge of the glass water tank to ensure sufficient light during the test period; S3. Debug the simulated breach water flow boundary: start the water pump, use the flow control solenoid valve to slowly increase the flow, adjust the water depth through the stainless steel shutter tail gate until the water depth and flow rate are controlled to meet the test conditions, record the flow, water depth, flow rate, water temperature and other parameters, and adjust the auxiliary lighting module to meet the visual transparency of the water body; S4. Debug the power anchor launch module: first level the beam using the bubble level on the beam, rotate the internal threaded sleeve to adjust the telescopic adjustment rod to an appropriate length to fix the beam in a horizontal state, and then adjust the angle adjustment mechanism according to the test working conditions so that the launch frame reaches the predetermined launch angle and is fixed; configure a special elastic rubber band with pre-calibrated tension and rated initial velocity indicators; select the elastic rubber band according to the initial velocity (tension) requirements selected in the test and connect the two ends of the elastic rubber band to the two elastic columns; S5. Preparation for the launch anchor test: Select a suitable power anchor, pull out the anchor cable from the anchor cable box and connect it to the tail ring of the hanging cable at the right end of the power anchor; all cameras start recording, or use the mobile phone Bluetooth to remotely control each camera, and non-test personnel evacuate the scene; the launch experimenter wears a safety helmet with a transparent mask and a protective vest, hangs the elastic rubber band in the hook hanging slot of the cable power anchor, pulls the power anchor with the elastic rubber band to the right through the trajectory control slot to the launcher slot, and the slot on the power anchor cooperates with the card block; S6. Launching the power anchor and collecting data: Turn on the laser sight, check that all preparations are correct, then pull the trigger at the bottom right end of the launcher to drive the two blocks to move downward and out of the slots in the power anchor. The power anchor is launched elastically under the action of the elastic rubber band, and the power anchor is shot through the flowing water into the underwater soil. Three cameras shoot the movement trajectory of the power anchor during penetration and the displacement when entering the soil from three angles: top view, front view, and side view (underwater). After the power anchor enters the soil, the anchor cable connected to the power anchor is passed through the first pulley and the second pulley, and connected to the dynamometer. The pulling device pulls the anchor cable, and the displayed tension and change process of the dynamometer are recorded until the power anchor is pulled out of the soil. S7. Continue to repeat tests (3) to (6) multiple times to collect penetration and extraction data of multiple power anchors; shut down the water pump and auxiliary lighting module, remove the camera, retract the power anchor and elastic rubber band, and return the safety protection equipment to its original position; S8. Test data collation and analysis: collate the test videos, photos and tension records, use Tracker software and reference coordinate system to analyze the power anchor penetration trajectory, interface shock wave, velocity attenuation, power anchor offset and power anchor burial posture data, and finally write a test report.

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