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Experimental device and experimental method for simulating formation to break of barrier dam

An experimental device and a water storage tank technology, applied in the field of mechanical model experimental facilities, can solve problems such as inability to simulate river conditions realistically, inability to accurately simulate, and test deviations, and achieve the effects of saving test costs, saving manpower, and avoiding construction.

Active Publication Date: 2020-06-19
SICHUAN UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

These may cause the permeability of the model earth dam and the local dam height, which have a greater impact on the failure of the barrier dam, to be different from the actual situation, so that the test cannot accurately simulate the real situation, resulting in test deviations
Moreover, the landforms and river flow regimes of the barrier dams currently formed in various parts of my country are different. Few of the existing model experiments can flexibly meet various experiments, cannot truly simulate the actual river conditions, and are difficult to build. Higher cost

Method used

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  • Experimental device and experimental method for simulating formation to break of barrier dam
  • Experimental device and experimental method for simulating formation to break of barrier dam
  • Experimental device and experimental method for simulating formation to break of barrier dam

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0034] The experimental device for simulating the formation of the dam to the break of the dam includes a water storage tank 1, a water measuring weir 7 for injecting water into the storage tank and measuring the flow rate upstream of the storage tank, a main tank connected to the outlet of the water storage tank 2, A tributary groove 3 laterally intersecting the main groove, and a bracket 6 .

[0035] The main tank is connected to the water storage device through a hinge, and a rubber strip is used to seal the connection to avoid leakage. The side wall of the main groove is provided with a gap connected with the branch groove, and the outlet of the branch groove is installed at the opening through the connecting plate 4, and the connecting plate is provided with a horizontal gap matching the shape of the outlet of the branch groove. Fixed at the notch of the main groove, using a horizontal notch located within the notch range of the side wall of the main groove, the end of th...

Embodiment 2

[0039] The experiment of simulating the formation of the barrier dam to the failure of the dam was carried out using the experimental device with the structure described in Example 1. The size of the device is as follows: the test takes the Jinsha River Baige barrier lake as the prototype, the width of the prototype river is 600m, and the inflow flow is about 1000m 3 / s, the width of the main groove of the model is set to 1.5m, the length is 5m, and the slope is 15°. The tributary ditch is 0.5m wide, 2.5m long, and has a slope of 20°. According to the similarity theory, the geometric scale parameter of this test is the ratio of the width of the prototype channel to the width of the main channel of the model, and its value is 1200. Calculated from the geometric scale, the inflow of the model is 0.1L / s. Control the water pump so that the flow rate of the weir is 0.1L / s. The test soil is the soil near the Baige dammed lake, with a mass of 50kg. The width of the main tank is c...

Embodiment 3

[0048] The experiment of simulating the formation of the barrier dam to the failure of the dam was carried out using the experimental device with the structure described in Example 1. Adjust the size and other parameters of the device according to the prototype: the width of the main groove is 1.5m, the length is 5m, and the slope is 15°. The size of the control baffle is such that the width of the fluid channel in the main tank is 0.5m. The slope of the tributary ditch is 50°, the width is 0.5m, and the length is 2.5m. Upstream incoming flow is 6L / s. The test soil is the soil near Baige Lake, with a mass of 60kg.

[0049] At the beginning of the test, the soil slid from the tributary ditch 3 to the main ditch 2 at a speed of 6.2m / s, forming a dam with a height of 84cm and a width of 0.5m, and the water level upstream of the dam rose rapidly. After 12 seconds, the soil on the side away from the tributary ditch was eroded by water, resulting in a breach, which gradually expa...

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Abstract

The invention provides an experimental device and an experimental method for simulating formation to break of a barrier dam. The device comprises a water storage tank, a water measuring weir, a main tank, a branch ditch and a bracket, wherein the water measuring weir is used for injecting water into the water storage tank and measuring the upstream incoming flow of the water storage tank; the maintank is connected with an outlet of the water storage tank; the gradient of the main groove, the gradient of the branch ditch and the height of the connecting plate are adjustable; the width of a fluid channel of the main groove is adjustable; the incoming flow and the water surface height are adjustable; therefore, the conditions of different main grooves and branch grooves can be simulated moreaccurately; a process of forming the barrier dam by landslide river blockage under different branch ditch landslide mass material source magnitude conditions as well as a break flooding evolution process is also provided. The method is beneficial to more comprehensively obtaining the data of the barrier dam disaster chain evolution rule, the formation characteristics and the burst water supply characteristics, and the scientificity and accuracy of the barrier dam formation process and the barrier dam burst mechanism research are improved.

Description

technical field [0001] The invention belongs to the field of mechanical model experiment facilities, and in particular relates to a test device for simulating the formation of a dam to its failure in the study of dam failure. Background technique [0002] The terrain in southwestern China is dominated by plateaus and mountains, and there are many rivers running through the valleys, showing great surface cuts and undulations, resulting in frequent occurrence of geological disasters in this area. Under the action of natural disasters such as earthquakes or heavy rains, natural disasters such as landslides and debris flows often occur, and the slope of the river bank is easily affected and becomes unstable, causing a large-scale soil-rock mixture to slide into the river, and then form a dam to block the river. If the barrier dam does not break for a while, the river water will form a barrier lake behind the dam. The barrier dam blocks the river, and the river cannot be dischar...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M10/00G01N33/24
CPCG01M10/00G01N33/24
Inventor 牛志攀陈昆廷孟楚轲叶雨健
Owner SICHUAN UNIV
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