Debris flow control dam for adjusting peak discharge as well as design method and application thereof
A technology of flood peak flow and debris flow, applied in the field of debris flow prevention and control
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Embodiment 1
[0029] Such as figure 1 shown. The drainage area of a debris flow ditch is 24.1km 2 , because the lower section of the flow section of the debris flow basin has the condition of building a large storage capacity flow control dam, in order to control the debris flow disaster, a sand control dam group is built in the ditch, and a debris flow control dam and accumulation fan are built in the lower section of the flow section to adjust the flood peak flow. The prevention and control plan of the drainage channel. The debris flow control dam that regulates flood peak flow includes a dam body foundation 1 and a dam body body that is located on the dam body foundation 1; the bottom of the dam body body is provided with a flow control hole 2 for discharging debris flow downstream, and the dam body The top of the main body is provided with an overflow weir 3; the overflow weir 3 is located directly above the flow control hole 2, and there is a height difference between the top surfa...
Embodiment 2
[0036] Such as figure 1 shown. The same places as in Embodiment 1 will not be repeated, the difference is that the drainage area of a certain debris flow ditch is 6.8km 2 , using the prevention and control scheme of building a group of sand retaining dams in the ditch, building a debris flow control dam in the lower part of the circulation section to adjust the flood peak flow, and building a drainage channel and a silt stop with accumulation fans. The design flow rate Q of the guide groove Drainage 35.0m 3 / s, the design flow Q of the parking lot Deposit 15.0m 3 / s, the maximum peak flow Q of the protective debris flow Max 70.0m 3 / s, the duration T of the debris flow peak flow exceeding the design flow c for 1200s. The main body of the dam body is made of masonry material.
[0037] In the first step, the average width of the overflow weir 3 is preliminarily set b 2 is 5.0m, and the flow coefficient m is taken as 0.46 according to the main material of the dam body...
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