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.
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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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