Simulation test method of tidal surge with high sediment content
A technology for simulating experiments and sediment concentration, which is applied in the field of simulating high-sedimentation tidal surge and simulating the sediment concentration of tidal head, which can solve problems such as simulation of unseen tidal head
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Embodiment 1
[0039] A test tank device for simulating tide surges with high sediment content, including a variable head high water tank 1, a test tank 2, and an underground reservoir 3;
[0040] The variable water head high water tank 1 includes: a box body 11, a flat water tank 12, an overflow inner pipe 13, a jack 14, a water inlet pipe 15, an overflow outer pipe 16, and a water outlet pipe 18; the flat water tank 12 is placed in the box body 11 Inside, it is supported by a jack 14 and the height of the overflow is adjusted. The upper end of the overflow inner pipe 13 is connected to the bottom of the flat water tank 12, and the lower section is inserted into the inside of the overflow outer pipe 16. The connection between the overflow inner pipe 13 and the overflow outer pipe 16 can slide and Set the water stop rubber;
[0041] During the test, the jack 14 is adjusted to make the flat water tank 12 reach a predetermined height, the water intake of the water inlet pipe 15 is greater than...
Embodiment 2
[0053] The high sediment content tidal surge simulation test method includes the following steps:
[0054] Spread sand in the sand tank, adjust the water level and flow rate of the tank, close the gate to generate tide, and measure the distribution of suspended sand upstream of the gate;
[0055] Since the depth of the sand tank is 20cm, the initial flow velocity of natural sand that can be simulated is less than 1.6m / s, v<8×d;
[0056] The initial flow velocity of the sediment obtained in the prototype natural tidal surge is 1.48m / s, which can be simulated with a 20cm sand tank device.
[0057] The similar criterion according to the starting flow velocity of sediment refers to:
[0058] In this experiment, the velocity scale of the model is taken as 5, that is, Sv=5;
[0059] Vsm=Vsp / Sv, Vsm=1.48 / 5=0.296m / s;
[0060] Vsm is the starting flow velocity of the median particle size model sediment in the device, Vsp is the starting flow velocity of tidal sediment in the natural...
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