An emergency calibration device and method for the dielectric constant of ice-plugged ice dams and subglacial water bodies
A dielectric constant and ice plugging technology, which is applied in the field of emergency calibration devices for the dielectric constant of ice plugged ice dams and subglacial water bodies, can solve problems such as life-threatening, unstable structural strength, and unit shutdown, and achieve the goal of reducing disaster losses Effect
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Embodiment 1
[0034] This embodiment is an emergency calibration device for the dielectric constant of an ice plug ice dam and subglacial water body, such as figure 1 shown. This embodiment includes: an upstream water tank 1 capable of controlling the flow rate of the experimental water tank and a downstream return pool 2 capable of feeding back water to the upper upstream water tank. A non-metallic water tank 3 is connected between the upstream water tank and the downstream return tank. The water tank The ice adder 4, at least two measuring platforms 6 for placing the radar 5, the permeable ice plate 7, and the tailgate 8 for controlling the water level of the experimental water tank are arranged in sequence in the middle. The measurement platform includes: a radar platform 601 that is parallel to the water surface and can move up and down, and a horizontal gauze 602 that can be lifted and lowered is provided directly below the radar platform, such as figure 2 shown.
[0035] The diele...
Embodiment 2
[0050] This embodiment is an improvement of the first embodiment, and is a refinement of the first embodiment regarding the downstream backwater pool. The downstream backwater pool described in the present embodiment is also provided with a silt agitator 201, such as figure 1 shown.
[0051] After the agitator makes the water body with silt enter the downstream return pool, the silt will not settle, so that the water will carry the silt back to the upstream water tank, forming an overall circulation of the silt.
Embodiment 3
[0053] This embodiment is an improvement of the above embodiment, and is a refinement of the above embodiment regarding the water tank. The bottom of the water tank described in this embodiment is laid with silt or pebbles or a mixture of silt and pebbles.
[0054] The size and ratio of sediment and pebbles are determined according to the needs of the experiment.
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Abstract
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