Debris flow diversion dam capable of automatically distributing drainage quantity and silt stopping quantity and design method of debris flow diversion dam
A technology for automatic distribution and diversion of dams, which is applied in the remediation of dams, rivers, sea area projects, etc.
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Embodiment 1
[0027] Such as figure 1 , figure 2 shown. The drainage area of a debris flow ditch is 5.6km 2 , in order to control debris flow disasters, the prevention and control plan of building sand-blocking dams in the ditch, building a silt stop with accumulation fans, and a 4.0m bottom width row channel is adopted. For the 40m wide channel at the top of the accumulation fan, it is proposed to plan a diversion dam to distribute The amount of drainage and silting, the layout of the plane position is as follows: figure 2shown. The debris flow diversion dam that automatically distributes the drainage amount and the silting amount includes a dam body foundation 1 and a dam body body located on the dam body foundation 1; the bottom of the dam body body is provided with a diversion hole 2 connecting the drainage channel, The top of the main body of the dam is provided with a diversion weir 3 connected to the silt stop; The cross-sectional size is determined according to the design f...
Embodiment 2
[0033] Such as figure 1 , figure 2 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 16.8km 2 , using the prevention and control plan of building a group of sand dams in the ditch, building a silting field with accumulation fans, and a 6.0m bottom width row of guide channels. It is proposed to plan a diversion dam to distribute the drainage volume and silting volume. The design flow rate Q of the guide groove drainage 84.0m 3 / s, the design flow Q of the parking lot deposit 62.0m 3 / s. The main body of the dam body is made of masonry material.
[0034] In the first step, the average width of the diversion weir 3 is preliminarily set b 2 is 5.0m, and the discharge coefficient m is taken as 0.46 according to the main material of the dam body, according to the formula h 2 = ( Q ...
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