CN211205704U - Landslide-damming dam-dam break flood disaster chain evolution process simulation device - Google Patents
Landslide-damming dam-dam break flood disaster chain evolution process simulation device Download PDFInfo
- Publication number
- CN211205704U CN211205704U CN201922369582.1U CN201922369582U CN211205704U CN 211205704 U CN211205704 U CN 211205704U CN 201922369582 U CN201922369582 U CN 201922369582U CN 211205704 U CN211205704 U CN 211205704U
- Authority
- CN
- China
- Prior art keywords
- water
- landslide
- groove
- dam
- storage tank
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model belongs to the technical field of geotechnical engineering and engineering geology, a landslide-damming dam-dam break flood disaster chain evolution process analogue means is provided. The device includes: the system comprises a set of landslide dynamic condition simulation system, a set of hydrodynamic condition simulation system and a set of non-contact measurement system. The landslide dynamic condition simulation system can simulate various landslide body materials, landslide speed, and the width, length and inclination angle of a landslide path; the hydrodynamic condition simulation system can simulate a plurality of hydrodynamic conditions such as water flow, water flow speed, river inclination angle and riverbed property; the non-contact measurement system provided by the test device can realize non-contact measurement from single contact point measurement to universe, and the measurement method is high in precision, convenient and fast. The utility model discloses simple structure, convenient to use provides reliable laboratory test analogue means and method for landslide-damming dam-dam break flood disaster chain research.
Description
Technical Field
The utility model belongs to the technical field of geotechnical engineering and engineering geology, especially relate to the physical experiment simulation research field of the stifled river evolution overall process of landslide, to lacking can simulate landslide dynamic condition and hydrodynamic condition simultaneously at present to and experimental data acquisition difficulty, provided a landslide-damming dam-dam break flood disaster chain evolution process analogue means and method.
Background
Large slopes or high slopes on two banks of a mountain area along a river are prone to damage and instability under the load of disasters such as earthquakes and heavy rains, the landslide body moves towards a river valley direction at a certain speed or high speed, power is continuously reduced due to various resistances in the moving process, and finally the landslide stops at a certain position in a river bed or reaches the opposite bank and is crushed and disintegrated through collision of the hills, so that the landslide blocks the river and forms a barrage dam. The damming dam is very short in service life and can induce a series of secondary geological disasters and cause a regional large geological disaster chain, the formation and the burst of the damming dam can cause a large amount of casualties and property loss, and great harm is brought to the construction and operation of the engineering fields of large-scale water conservancy projects, hydroelectric facilities, traffic shipping, roads, railways and the like along rivers.
In the southwest region of China, strong earthquake action zones are located, ravines are vertically and horizontally distributed, water systems are densely distributed, the erosion effect of rivers is strong, the height difference between the river bed and the mountains on two sides is obvious, and a landslide barrier dam is easily formed under various environmental loads. With the deep implementation of the western major development strategy, various large-scale infrastructures (such as a northwest-of-south water transfer line, a 'three-river region' hydropower development, a west-east power transmission, a west-east gas transmission, a tibetan railway, a western region expressway network and the like) are built, built or listed in national development plans, and the region faces more serious disaster problems of large-scale landslide and barrage dams.
In order to reduce the loss caused by disasters as much as possible, systematic research on the whole process of the formation and evolution of landslide and river plugging is urgently needed. The Chinese utility model patent specification CN 206594138U discloses a simulation device for studying landslide dam morphological characteristics, and the model device can simulate different landslide conditions, such as landslide speed, landslide angle and landslide body geometric characteristics, and influences the landslide damming dam morphological characteristics.
The simulation of the landslide dynamic conditions is realized in the patent disclosed above, however, the landslide river plugging process often involves important hydraulic conditions, and no test device capable of simulating the landslide dynamic conditions and the hydrodynamic conditions simultaneously exists in the patent disclosed at present. Therefore, a new testing device and a new testing method are needed to realize the simulation of the whole process of landslide-damming dam-dam break flood disaster chain formation in a laboratory environment.
SUMMERY OF THE UTILITY MODEL
To lacking landslide-damming dam-dam break flood disaster chain evolution process analogue means and method at present, the utility model aims to solve the technical problem that a can simulate different landslide dynamics conditions and hydrodynamic conditions's test device is proposed, simultaneously, the device includes an efficient non-contact measurement system.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a landslide-damming dam-dam break flood disaster chain evolution process simulation device comprises a set of landslide dynamic condition simulation system, a set of hydrodynamic condition simulation system and a set of non-contact measurement system.
The landslide dynamic condition simulation system comprises a jack 7, a landslide groove 8, a storage box 9, a chute baffle 10, a crane beam 11 and a lifting motor 12, wherein the landslide groove 8 is made of organic glass materials and is of a U-shaped groove structure used for simulating a sliding path of a landslide, the inclined angle of the landslide groove 8 relative to a horizontal plane can be adjusted at any angle of 0-90 degrees, the jack 7, the crane beam 11 and the lifting motor 12 are used for fixing and adjusting the inclined angle of the landslide groove 8, specifically, the landslide groove 8 is formed by fixing the front end and the rear end of the jack 7 and the lifting motor 12 respectively, the front section of the landslide groove 8 is aligned to a water tank 2 by adjusting the elevation of the jack 7, the storage box 9 is used for placing landslide body materials in advance and is placed at any position on the landslide groove 8, the position of the lifting motor 12 on a sliding rail of the crane beam 11 is adjusted to form any inclined angle of 0-90 degrees relative to the horizontal plane, the purpose of simulating the inclined angle of the landslide groove 8 is achieved, the purpose of simulating the landslide groove 8, the sliding path is achieved by adjusting the width of the landslide groove 8 according to the width of the sliding groove 8, the sliding groove 8, the sliding groove is adjusted by the sliding groove width of the sliding groove, the sliding groove 8, the sliding groove is adjusted by adopting a sliding groove, the sliding groove 8, the sliding groove is adjusted by adopting the sliding groove, the sliding groove is adjusted by adopting the sliding groove 8, the sliding groove width of the sliding groove, the sliding groove 8.
The hydrodynamic condition simulation system comprises a water tower 1, a water tank 2, a pipeline centrifugal water pump 3, a water storage tank 4 and a fixing support 6. The pipeline centrifugal pump is selected as the pipeline centrifugal pump 3, the water inlet pipe of the pipeline centrifugal pump 3 is connected with the water storage tank 4, and the water outlet pipe is connected with the water tower 1. The fixed support 6 comprises an upper platform 6-1, a plurality of threaded rods 6-2, nuts 6-3 and a bottom platform 6-4, the bottoms of the threaded rods 6-2 are fixedly connected with the bottom platform 6-4, the platform 6-1 is arranged on the threaded rods 6-2 and fixed by the nuts 6-3, the inclination angle of the platform 6-1 is adjusted by rotating the nuts 6-3, the distance between the upper platform 6-1 and the bottom platform 6-4 can also be adjusted, and the bottom platform 6-4 is formed by welding four square pipes. The bottom of one side face of the water tower 1 is provided with a water outlet 1-2, a water outlet baffle 1-1 is arranged above the water outlet 1-2 and used for adjusting water flow, and the water outlet 1-2 is communicated with the water tank 2; the other side surface of the water tower 1 is provided with a vertical opening structure, the edge of the opening structure is provided with fixing clamps 1-5, threaded holes 1-4 are arranged on the fixing clamps 1-5 and the strip-shaped water tower groove baffle plate 1-3 at equal intervals, the water tower groove baffle plate 1-3 is inserted from the bottom of the fixing clamps 1-5, the position of the water tower groove baffle plate 1-3 is adjusted by controlling the insertion position of a screw, and then water is discharged from the left area of the water storage tank 4. The water tower 1 and the water tank 2 are arranged on the left side of a platform 6-1 of the fixed support 6, and a bottom platform 6-4 of the fixed support 6 is arranged in the water storage tank 4. A water storage tank clapboard 16 is arranged in the water storage tank 4, the water storage tank 4 is divided into a left part and a right part, and the left part and the right part of the water storage tank 4 are not communicated with each other when in use. The water flow and the flow velocity are adjusted by the size of a water outlet 1-2 on the water tower 1 and the height of a water tower groove baffle 1-3 of a strip groove of the water tower 1. The inclination angle of the water tank 2 is adjusted through the inclination angle of the platform 6-1, and the landslide dynamic condition simulation system is placed on one side of the water tank 2. The pipeline centrifugal water pump 3 pumps water from the water storage tank 4 and sends the water to the water tower 1, and because the water tower groove baffle plate 1-3 is provided with a certain water retaining height, the redundant water overflows from the water tower 1 and flows into the water storage tank 4, thus forming a constant water head and ensuring the stable water flow and flow speed of the water flowing out from the water outlet 1-2. A hanging basket 5 is arranged below the right tail end of the water tank 2, a plurality of holes are formed in the surface of the hanging basket 5, the size of the largest hole is smaller than the smallest diameter of the landslide body material, and the fact that all the landslide body materials taken away by the water flow flushing clamp can be collected is guaranteed; the upper part of the hanging basket 5 is connected with the tension sensor 14, and the time-course change curve of the soil and rock migration quality in the damming process of the damming dam is obtained by analyzing the data of the tension sensor 14. And a water level sensor 15 is arranged at the bottom of the right area of the water storage tank 4 divided by the water storage tank partition plate 16, and the water level change in the test process is recorded, so that the flood flow characteristic generated in the damming process of the damming dam is obtained.
The non-contact measuring system consists of a computer and 5 moving cameras 13, and the moving cameras 13 are connected with the computer. The two-dimensional image of the test process is acquired by the motion camera 13 and transmitted to the computer through wireless data. The 5 motion cameras 13 are arranged to: a motion camera 13 is used to take parallel shots of the slip groove 8, and the resulting image data is used to measure the velocity field of the slip mass by a particle image velocimetry (PIV algorithm) based method. In addition, 4 motion cameras 13 vertically shoot the area where the landslide mass enters the water tank 2, the overlapping degree of the pictures shot by each camera needs to exceed 60%, and the three-dimensional form of the landslide mass entering the water tank 2 at the moment is restored by extracting the two-dimensional image of each camera at the same moment and based on a motion recovery structure algorithm (SfM algorithm). And analyzing and obtaining the characteristic of the change of the morphological characteristic of the slide dam along with the time under the action of water flow scouring erosion by comparing the three-dimensional forms of the slide mass at a plurality of moments. The PIV algorithm and the SfM algorithm are mature computer vision technical algorithms, and are used as a non-contact measuring means for the first time to be applied to the research of the landslide-damming dam-dam break flood disaster chain evolution process.
A landslide-damming dam-dam break flood disaster chain evolution process simulation method comprises the following steps:
firstly, adjusting the position of a chute baffle 10 according to the landslide width to be simulated in a test scheme, and selecting a storage box 9 with a corresponding model and fixing the storage box at a corresponding position on a landslide chute 8 according to the landslide path length and the landslide volume to be simulated. And selecting corresponding landslide body materials according to the test scheme, and simulating different landslide body properties. After the above operation is completed, the selected material of the landslide body is loaded into the storage box 9.
And secondly, adjusting the inclination angle of the fixed support 6 according to the angle required by the water tank 2 to simulate the inclination angle of the river channel. The height of the jack 7 is adjusted, so that the front section of the slip groove 8 is completely overlapped with the water groove 2. The lifting motor 12 is adjusted to enable the landslide groove 8 to have an inclination angle required by a test, and the inclination angle of a landslide path is simulated.
And thirdly, opening the water outlet baffle 1-1 to the required opening amount. Then, the left side of the tank partition 16 is filled with water and supplied as a water source to the centrifugal pump 3. Then, adjusting the baffle 1-3 of the water tower groove to the required height.
Fourthly, arranging a hanging basket 5, a motion camera 13, a tension sensor 14 and a water level sensor 15;
fifthly, opening a pipeline centrifugal water pump 3, and when the water level in the water tower 1 rises to a set height of a baffle plate 1-3 of the water tower tank and overflows water, enabling the water flow flowing out of a water outlet 1-2 to form a constant water flow required by a test in the water tank 2, and simulating the constant water flow of a river channel; then, opening the material storage box 9 to release the landslide body material, and simulating the landslide motion process; finally, the landslide mass material enters the water trough 2, forming a landslide weir dam. As the test proceeded, it was observed that the formed landslide damming dam broke and further caused dam break flooding.
And sixthly, analyzing the test data to obtain river blocking time, dam break flood flow, soil and rock mass migration characteristics in the dam break process and geometrical form change characteristics of the landslide barrage dam.
6.1) obtaining the speed displacement characteristic of the landslide by parallelly shooting the data of the motion camera 13 of the landslide groove 8.
6.2) analyzing and obtaining the time when the water level in the water storage tank 4 stops rising and the water level recovers rising according to the water level sensor 15, thereby obtaining the time when the water tank 2 is blocked by the landslide body, and the time is the time for blocking the river. Then, the rising time of the water level in the water storage tank 4 is analyzed until the landslide body in the water tank 2 is washed away, and the rising time relation of the water level in the water storage tank 4 recorded by the water level sensor 15 is analyzed, so that the flow of the dam break flood is obtained. In the time interval, the tension sensor 14 records the change relation of the mass of the dam-breaking material collected by the cradle 5 along with the time, namely the mass migration characteristic of the soil and the stone in the dam-breaking process. And finally, extracting the same frame of picture of the four motion cameras 13 for monitoring the water tank 2 at different times to obtain the geometric characteristics of the landslide body material in the water tank 2 at different times, and comparing the stacking height and the length of the material at different times to obtain the geometric form change characteristics of the landslide weir dam.
And seventhly, adjusting the height of the baffle plate 1-3 of the water tower groove and the opening amount of the baffle plate 1-1 of the water outlet in the third step to obtain other constant water head and constant water flow combinations. And repeating the fourth step to the sixth step to finish a plurality of groups of test simulation working conditions.
The working principle (innovation point) of the utility model is that: firstly, simulating various landslide widths by changing the position of the chute baffle 10 on the landslide groove 8; simulating various landslide body types by changing the material in the material storage box 9; simulating the distances of various sliding paths and the volume of a landslide body by changing the size of the material storage box 9 and the position on the landslide groove 8; the change of the angle of the landslide groove 8 is realized by adjusting the crane beam 11 and the lifting motor 12, and the inclination angles of various landslide paths are simulated. Secondly, various constant water heads in the water tower 1 are realized by changing the heights of the baffles 1-3 of the water tower groove; various water flows and water flow speeds are simulated by adjusting the height of the baffle plate 1-3 of the water tower groove and the position of the baffle plate 1-1 of the water outlet; a river channel is simulated through the water channel 2, and various inclination angles of the platform 6-1 are achieved by adjusting the threaded rod 6-2, so that various river channel inclination angles are simulated. And finally, obtaining the morphological characteristics of the whole evolution process formed by the velocity field of the landslide body and the weir dam in the test process through 5 arranged motion cameras 13 based on a Particle Image Velocimetry (PIV) and a motion recovery structure algorithm (SfM).
The utility model discloses a beneficial effect as follows:
(1) the device realizes the whole process of simulating landslide-damming dam-dam break flood disaster chain evolution in a laboratory environment;
(2) the device can simulate a plurality of landslide power conditions such as landslide body material properties, sliding path distance, sliding path width, landslide path inclination angle, landslide speed and the like;
(3) the device can simulate a plurality of hydrodynamic conditions such as water flow, water flow velocity, river channel inclination angle and riverbed properties.
(4) The device is equipped with a set of non-contact measurement system, can realize from single contact point measurement to the global non-contact measurement, and the measuring method precision is high and convenient and fast.
Drawings
Fig. 1 is a three-dimensional schematic diagram of a landslide-damming dam-dam break flood disaster chain evolution process simulation device.
FIG. 2 is a three-dimensional schematic view of the chute, the storage bin and the chute baffle.
FIG. 3 is a three-dimensional schematic of a water tower.
Fig. 4 is a three-dimensional schematic view of a fixation stent.
In the figure: 1, a water tower; 2, a water tank; 3, a pipeline centrifugal water pump; 4, a water storage tank; 5 hanging a basket; 6 fixing the bracket; 7 a jack; 8, a slip groove; 9, a material storage box; 10 chute baffles; 11, a crane beam; 12 a lift motor; 13 a motion camera; 14 a tension sensor; 15 a water level sensor; 16 water storage tank partition boards; a water outlet baffle 1-1; a water outlet 1-2; 1-3 parts of a baffle plate of a water tower groove; 1-4 of a threaded hole; 1-5 of a fixing clip; a platform 6-1; 6-2 parts of a threaded rod; 6-3 of nuts; 6-4 bottom platforms; 10-1 supporting the rods.
Detailed Description
The following describes the embodiments of the present invention in detail with reference to the drawings and the technical solutions.
As shown in fig. 1, the landslide-damming dam-dam break flood disaster chain evolution process simulation device is composed of a set of landslide dynamic condition simulation system, a set of hydrodynamic condition simulation system and a set of non-contact measurement system.
The landslide dynamic condition simulation system is composed of a jack 7, a landslide groove 8, a storage box 9, a chute baffle plate 10, a crane beam 11 and a lifting motor 12. The length of the slip groove 8 is 1200mm, the width is 600mm, the height is 500mm, and the slip groove is made of organic glass materials with the thickness of 20 mm. Storage case 9 is formed by 10mm thickness organic glass preparation, and optional position on landslide groove 8 can be placed to storage case 9, and the storage case of different specifications can be changed to visual landslide width and landslide path length. The chute baffle 10 is 1200mm long and 500mm high and is made of organic glass materials with the thickness of 20 mm. The front end and the rear end of the slip groove 8 are respectively fixed by a jack 7 and a lifting motor 12. The front section of the slip groove 8 is aligned with the water tank 2 by adjusting the elevation of the jack 7. The slope groove 8 has a certain inclination angle by adjusting the lifting rope of the lifting motor 12 and the position of the lifting motor 12 on the sliding rail of the crane beam 11, so that the aim of simulating the inclination angle of the slope path is fulfilled. The chute baffle 10 can be fixed at any position of the landslide groove 8, so that the chute baffle 10 and one side surface of the landslide groove 8 limit the movement width of the landslide body material together, and the purpose of simulating the landslide width is achieved. The storage box 9 is used for placing landslide body materials in advance, has various model sizes, and can replace the storage box 9 of corresponding model according to the landslide width.
The hydrodynamic condition simulation system consists of a water tower 1, a water tank 2, a 3-water pump, a water storage tank 4, a hanging basket 5, a fixed support 6 and a water storage tank clapboard 16. The water tower 1 is 1600mm high, 500mm long and 500mm wide. One side of the water tower 1 is provided with a strip-shaped groove with the width of 200 mm. The water tank 2 is made of an organic glass plate, and the water tank 2 is 20mm thick, 4600mm long, 300mm wide and 200mm high. The water storage tank 4 is 5000mm long, 800mm wide and 600mm high. The tank 4 has a tank partition 16. The left side of the water storage tank clapboard 16 is mainly used for storing water needed by the water tower 1, and the right side of the water storage tank clapboard 16 is mainly used for collecting water flowing out from the tail end of the water tank 2. The water on the left and right sides of the storage tank partition 16 cannot circulate. The water tower 1 is connected with the water tank 2 and fixed on the fixed bracket 6, and the three components are placed in the water storage tank 4 together. The landslide dynamic condition simulation system is placed on one side of the water tank 2, wherein the distance between the landslide groove 8 and the tail end of the water tank 2 is 1000 mm. The pipeline centrifugal water pump 3 is placed outside the water storage tank 4, the water inlet pipe of the pipeline centrifugal water pump 3 is connected with the water storage tank 4, and the water outlet pipe of the pipeline centrifugal water pump 3 is connected with the water tower 1.
The non-contact measuring system consists of 5 motion cameras 13 with the same model and a notebook computer. The motion camera 13 is arranged as follows: one moving camera 13 shoots the landslide groove 8 in parallel, and 4 moving cameras 13 shoot the landslide body into the river area vertically in parallel. The image shot by the camera is transmitted to the computer terminal through the wireless area network. The image data obtained from the landslide groove 8 is shot in parallel, and the velocity field of the landslide body is measured by the PIV technology. And image data obtained by parallelly and vertically shooting a landslide body into a river region are used for obtaining the morphological characteristics of the weir dam changing according to time under the action of water flow scouring erosion through an SfM algorithm.
As shown in figure 2, the landslide groove 8 is made of organic glass materials to form a rectangular section groove, the sliding chute baffle plate 10 is made of organic glass materials to form an L-shaped structure, the sliding chute baffle plate 10 is arranged in parallel to the long side direction of the landslide groove 8 and is fixed on the landslide groove 8, the sliding chute baffle plate and one side surface of the landslide groove 8 form the width of a landslide path together, namely the sliding chute baffle plate 10 and one side surface of the landslide groove 8 limit the movement width of a landslide body material together, so that the aim of simulating the landslide width is achieved, the sliding chute baffle plate 10 can be adjusted in the position of the short side direction of the landslide groove 8 according to test requirements, the aim of adjusting the landslide width is achieved, the sliding chute baffle plate 10 is guaranteed not to shift in the sliding process of the landslide body by means of L-shaped structural design, and the landslide width is kept stable.
As shown in figure 3, the water tower 1 consists of a water outlet baffle 1-1, a water outlet 1-2, a water tower groove baffle 1-3, a threaded hole 1-4 and a fixing clamp 1-5. One side of the water tower is provided with a strip-shaped groove with the width of 200mm, and the strip-shaped groove is provided with a water tower groove baffle plate 1-3, a threaded hole 1-4 and a fixing clamp 1-5. The maximum water storage capacity in the water tower 1 can be adjusted by adjusting the height of the baffle plates 1-3 of the water tower groove. The threaded holes 1-4 and the fixing clamps 1-5 are used for fixing the adjusted water tower trough baffle 1-3. One side of the water tower 1 is provided with a water outlet 1-2 with the width of 300mm and the height of 150 m. The height of the water outlet 1-2 is adjusted by arranging the water outlet baffle 1-1, so that the purpose of adjusting the sectional area of the water outlet is achieved. The pipeline centrifugal water pump 3 with high power draws water from the water storage tank 4 and sends the water to the water tower 1, and because the water outlet baffle 1-1 is provided with a certain water retaining height, the redundant water overflows from the water tower 1 and flows into the water storage tank 4, so that a constant water head is formed, and the water flow and the flow speed of the water flowing out from the water outlet 1-2 are ensured to be stable.
As shown in fig. 4, the fixed support 6 is composed of a platform 6-1 and 6 threaded rods 6-2 with the length of 1200mm and the diameter of 20 mm. The height of the platform can be adjusted freely by rotating 6-3 nuts on the threaded rod. Therefore, the inclination angle of the platform can be adjusted according to the requirement, and the purpose of adjusting the inclination angle of the water tank 2 is achieved.
In addition, as shown in fig. 1, a tension sensor 14 and a water level sensor 15 are respectively arranged to collect data of the test process. The tension sensor 14 is connected with the hanging basket 5 placed at the end of the water tank 2. The maximum hole size of the hanging basket 5 should be smaller than the minimum diameter of the landslide body material to ensure that all the landslide body material taken away by the water flow flushing clamp is collected. And analyzing the data of the tension sensor 14 to obtain a time-course change curve of the soil and rock migration quality in the damming process of the damming dam. The water level sensor 15 is placed at the bottom of the 4-water storage tank, and records the water level change in the test process, so as to obtain the flood flow characteristics generated in the dam collapsing process of the damming dam.
Based on the realization of the device, the landslide-damming dam-dam break flood disaster chain evolution process simulation method comprises the following steps:
firstly, adjusting the position of a chute baffle 10 according to the landslide width to be simulated in a test scheme, and selecting a storage box 9 with a corresponding model and fixing the storage box at a corresponding position on a landslide chute 8 according to the landslide path length and the landslide volume to be simulated. And selecting corresponding landslide body materials according to the test scheme, and simulating different landslide body properties. After the above operation is completed, the selected material of the landslide body is loaded into the storage box 9.
And secondly, adjusting the inclination angle of the fixed support 6 according to the angle required by the water tank 2 to simulate the inclination angle of the river channel. The height of the jack 7 is adjusted, so that the front section of the slip groove 8 is completely overlapped with the water groove 2. The lifting motor 12 is adjusted to enable the landslide groove 8 to have an inclination angle required by a test, and the inclination angle of a landslide path is simulated.
And thirdly, opening the water outlet baffle 1-1 to the required opening amount. Then, the left side of the tank partition 16 is filled with water and supplied as a water source to the centrifugal pump 3. Then, adjusting the baffle 1-3 of the water tower groove to the required height.
Fourthly, arranging a hanging basket 5, a motion camera 13, a tension sensor 14 and a water level sensor 15;
fifthly, opening a pipeline centrifugal water pump 3, and when the water level in the water tower 1 rises to a set height of a baffle plate 1-3 of the water tower tank and overflows water, enabling the water flow flowing out of a water outlet 1-2 to form a constant water flow required by a test in the water tank 2, and simulating the constant water flow of a river channel; then, opening the material storage box 9 to release the landslide body material, and simulating the landslide motion process; finally, the landslide mass material enters the water trough 2, forming a landslide weir dam. As the test proceeded, it was observed that the formed landslide damming dam broke and further caused dam break flooding.
And sixthly, analyzing the test data to obtain river blocking time, dam break flood flow, soil and rock mass migration characteristics in the dam break process and geometrical form change characteristics of the landslide barrage dam. First, the speed displacement characteristic of the landslide is obtained by the motion camera 13 monitoring the landslide groove 8. Then, the time when the water level in the water storage tank 4 stops rising and the time when the water level returns to rising are obtained through analysis by the water level sensor 15, so that the time when the water tank 2 is blocked by the landslide body is obtained, and the time is the time when the river is blocked. Then, the rising time of the water level in the water storage tank 4 is analyzed until the landslide body in the water tank 2 is washed away, and the rising time relation of the water level in the water storage tank 4 recorded by the water level sensor 15 is analyzed, so that the flow of the dam break flood is obtained. In the time interval, the tension sensor 14 records the change relation of the mass of the dam-breaking material collected by the cradle 5 along with the time, namely the mass migration characteristic of the soil and the stone in the dam-breaking process. And finally, extracting the same frame of picture of the four motion cameras 13 for monitoring the water tank 2 at different times to obtain the geometric characteristics of the landslide body material in the water tank 2 at different times, and comparing the stacking height and the length of the material at different times to obtain the geometric form change characteristics of the landslide weir dam.
And seventhly, adjusting the height of the baffle plate 1-3 of the water tower groove and the opening amount of the baffle plate 1-1 of the water outlet in the third step to obtain other constant water head and constant water flow combinations. And repeating the fourth step to the sixth step to finish a plurality of groups of test simulation working conditions.
The above-mentioned embodiments only represent the embodiments of the present invention, but can not be understood as the limitation of the scope of the present invention, and it should be noted that, for those skilled in the art, a plurality of variations and improvements can be made without departing from the concept of the present invention, and all of them belong to the protection scope of the present invention.
Claims (3)
1. A landslide-damming dam-dam break flood disaster chain evolution process simulation device is characterized by comprising a set of landslide dynamic condition simulation system, a set of hydrodynamic condition simulation system and a set of non-contact measurement system;
the landslide dynamic condition simulation system comprises a jack (7), a landslide groove (8), a storage box (9), a chute baffle (10), a crane beam (11) and a lifting motor (12);
the landslide groove (8) is of a U-shaped groove structure and used for simulating a sliding path of a landslide, the jack (7), the crane beam (11) and the lifting motor (12) are used for fixing and adjusting the inclination angle of the landslide groove (8), and the landslide groove (8) is characterized in that the lower part of the front end of the landslide groove (8) is connected with the jack (7), the elevation of the jack (7) is adjusted, the front section of the landslide groove (8) is aligned to the water tank (2), the upper part of the rear end of the landslide groove (8) is connected with the crane beam (11) and the lifting motor (12), the landslide groove (8) can realize any inclination angle of 0-90 degrees relative to the horizontal plane by adjusting the positions of a lifting rope of the lifting motor (12) and the lifting motor (12) on a sliding rail of the crane beam (11), so as to simulate the inclination angle of the landslide path, the landslide box (9) is used for placing landslide material, is placed at any position on the landslide groove (8), the landslide groove (8) is replaced by a baffle plate (L) of the landslide groove (8) which is parallel to the bottom surface of the landslide groove (8), and the side face of the landslide groove (8) is fixed on the landslide groove (8) in the sliding groove with the adjustable storage;
the hydrodynamic condition simulation system comprises a water tower (1), a water tank (2), a pipeline centrifugal water pump (3), a water storage tank (4) and a fixed support (6); the water inlet pipe of the pipeline centrifugal water pump (3) is connected with the water storage tank (4), and the water outlet pipe is connected with the water tower (1);
the water storage tank is characterized in that the fixed support (6) comprises an upper platform (6-1), a plurality of threaded rods (6-2), nuts (6-3) and a bottom platform (6-4), the bottoms of the threaded rods (6-2) are fixedly connected with the bottom platform (6-4), the platform (6-1) is arranged on the threaded rods (6-2) and fixed by the nuts (6-3), the inclination angle of the platform (6-1) is adjusted by rotating the nuts (6-3), the bottom platform (6-4) is arranged in the water storage tank (4), the water tower (1) and the water tank (2) are arranged on the left side of the platform (6-1), the inclination angle of the water tank (2) is adjusted by the inclination angle of the platform (6-1), and the landslide dynamic condition simulation system is arranged on one side of the water tank (2); the bottom of one side face of the water tower (1) is provided with a water outlet (1-2), a water outlet baffle (1-1) is arranged above the water outlet (1-2) and used for adjusting the water flow, and the water outlet (1-2) is communicated with the water tank (2); a water tower groove baffle (1-3) is arranged in the vertical direction of the other side surface of the water tower (1), and the position of the water tower groove baffle (1-3) is adjustable; a water storage tank partition plate (16) is arranged in the water storage tank (4), the water storage tank (4) is divided into a left part and a right part, and the left part and the right part of the water storage tank (4) are not communicated with water flow in the use process; the water flow and the flow velocity are adjusted by the size of a water outlet (1-2) on the water tower (1) and the position of a baffle (1-3) of a water tower groove;
the pipeline centrifugal water pump (3) pumps water from the water storage tank (4) to the water tower (1), water flows into the water tank (2) from the water outlet (1-2), redundant water overflows from the top of the water tower tank baffle (1-3) and flows into the water storage tank (4) to form a constant water head, and the water flow and the flow speed of the water flowing out of the water outlet (1-2) are stable; a hanging basket (5) is arranged below the right tail end of the water tank (2), a plurality of holes are formed in the surface of the hanging basket (5), the size of the largest hole is smaller than the smallest diameter of the landslide body material, and the hanging basket is used for collecting all the landslide body materials taken away by the water flow flushing clamp; the upper part of the hanging basket (5) is connected with a tension sensor (14), and a time-course change curve of the soil and rock migration quality in the dam collapsing process of the damming dam is obtained by analyzing data of the tension sensor (14); a water level sensor (15) is arranged at the bottom of the right area of the water storage tank (4) divided by a water storage tank partition plate (16), and water level change in the test process is recorded to obtain flood flow characteristics generated in the damming process of the damming dam;
the non-contact measuring system consists of a computer and 5 moving cameras (13), wherein the moving cameras (13) are used for acquiring two-dimensional images in the test process and transmitting the two-dimensional images to the computer through wireless data; the 5 motion cameras (13) are arranged as follows: a motion camera (13) is used for shooting the landslide groove (8) in parallel; in addition, 4 moving cameras (13) vertically shoot the area where the landslide body enters the water tank (2), and the overlapping degree of pictures shot by each camera exceeds 60%.
2. The landslide-damming dam-break flood disaster chain evolution process simulation device according to claim 1, wherein the landslide groove (8) is made of organic glass, and the chute baffle (10) is made of organic glass.
3. The landslide-damming dam-break flood disaster chain evolution process simulation device according to claim 1, wherein an opening structure in a vertical direction is arranged on the other side face of the water tower (1), a fixing clamp (1-5) is installed on the edge of the opening structure, a plurality of threaded holes (1-4) are formed in the fixing clamp (1-5) and the strip-shaped water tower groove baffle plate (1-3), the water tower groove baffle plate (1-3) is inserted from the bottom of the fixing clamp (1-5), and the position of the water tower groove baffle plate (1-3) is adjusted through inserting of a control screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922369582.1U CN211205704U (en) | 2019-12-26 | 2019-12-26 | Landslide-damming dam-dam break flood disaster chain evolution process simulation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922369582.1U CN211205704U (en) | 2019-12-26 | 2019-12-26 | Landslide-damming dam-dam break flood disaster chain evolution process simulation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211205704U true CN211205704U (en) | 2020-08-07 |
Family
ID=71857235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922369582.1U Active CN211205704U (en) | 2019-12-26 | 2019-12-26 | Landslide-damming dam-dam break flood disaster chain evolution process simulation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211205704U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113325158A (en) * | 2021-04-29 | 2021-08-31 | 中国地质大学（武汉） | Test device and method for simulating landslide-debris flow disaster chain |
-
2019
- 2019-12-26 CN CN201922369582.1U patent/CN211205704U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113325158A (en) * | 2021-04-29 | 2021-08-31 | 中国地质大学（武汉） | Test device and method for simulating landslide-debris flow disaster chain |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111044256A (en) | Landslide-damming dam-dam break flood disaster chain evolution process simulation test device and method | |
| Kleinhans et al. | Meandering channel dynamics in highly cohesive sediment on an intertidal mud flat in the Westerschelde estuary, the Netherlands | |
| CN111855443A (en) | Experimental device for monitoring whole process of instability and disaster of bulk material accumulation dam | |
| CN111931275B (en) | Dam break process simulation method caused by seepage damage of tailing pond dam body | |
| CN103898863B (en) | A kind of method studying sediment incipient motion under non-submersion rigid vegetation condition | |
| Wang et al. | Experimental study on failure model of tailing dam overtopping under heavy rainfall | |
| CN111307411A (en) | Experimental device and experimental method for simulating formation of dam from damming dam to dam break | |
| Diskin et al. | Piling-up behind low and submerged permeable breakwaters | |
| CN113029518A (en) | Multi-stage physical variable-slope water tank experimental device capable of simulating fluid motion characteristics | |
| CN211205704U (en) | Landslide-damming dam-dam break flood disaster chain evolution process simulation device | |
| CN114486171B (en) | Normal physical model for river channel type reservoir three-dimensional landslide surge test | |
| CN212459244U (en) | Experimental device for monitoring whole process of instability and disaster of bulk material accumulation dam | |
| Van Beek et al. | Piping: Centrifuge experiments on scaling effects and levee stability | |
| Essink | Impact of sea level rise in the Netherlands | |
| CN115985175B (en) | Multistage mountain region disaster chain analogue test device | |
| CN217084963U (en) | Experimental device for simulation damming lake landslide dam burst process | |
| CN217810768U (en) | Mud-rock flow ditch bed erodees reduced scale model experimental apparatus | |
| CN202502109U (en) | Device and system for measuring flow velocity of debris flow movement and measuring test system | |
| CN206756872U (en) | Horizontal ADCP flow measurement platforms | |
| CN113282997B (en) | Method for measuring and calculating silting longitudinal gradient of debris flow sand dam reservoir and application | |
| CN112903552A (en) | Device and method for measuring sand and mud content of water measuring weir | |
| CN103243675B (en) | Device and method suitable for measuring vertical turbulence of water flow of reservoir bays | |
| Parwanti et al. | Analysis of Knock-Down Weir Model Shear Stability against Wall Rudeness based on Soil Type Variation | |
| CN212078042U (en) | Foundation pit uplift model investigation experimental device | |
| CN111622170B (en) | Dam break simulation system and method for tailing pond |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |