A rib sill design method for a soft foundation energy dissipation type debris flow drainage channel
A design method and technology for debris flow, applied in the field of construction engineering design and debris flow prevention and control engineering, can solve the problems of high damage rate of rib sill, affecting the normal operation of drainage channel, damage of rib sill, etc., to enhance bearing capacity and wear resistance. , Simple and effective rib sill optimization method, the effect of optimizing the support system and internal force
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Embodiment 1
[0040] Such as figure 1 , figure 2 , image 3shown. Several dilute debris flows broke out in a certain debris flow ditch, seriously affecting the lives and property safety of local people. In order to alleviate the debris flow disaster, it is planned to build a soft foundation energy-dissipating drainage channel on the accumulation fan of the watershed to guide the debris flow erupting in the watershed. The soft foundation energy-dissipating debris flow drainage trough includes a number of rib sills 1 arranged at certain intervals and side walls 2 on both sides. The foundation of the wall 2 or the foundation of the side wall 2 are integrated, and the steps of the design method of the arched rib sill 1 of the soft foundation energy dissipation type debris flow drainage channel are as follows:
[0041] The first step is to determine the vertical slope gradient i of the natural ditch bed through on-site investigation c is 12%; according to the type of debris flow, the slope...
Embodiment 2
[0047] Such as figure 1 , figure 2 , image 3 shown. Water and rock flows broke out in a certain mudslide ditch many times, seriously affecting the lives and property safety of local people. In order to alleviate the debris flow disaster, it is planned to build a soft foundation energy-dissipating drainage channel on the accumulation fan of the watershed to guide the debris flow erupting in the watershed. The soft foundation energy-dissipating debris flow drainage trough includes a number of rib sills 1 arranged at certain intervals and side walls 2 on both sides. The foundation of the wall 2 or the foundation of the side wall 2 are integrated, and the steps of the design method of the arched rib sill 1 of the soft foundation energy dissipation type debris flow drainage channel are as follows:
[0048] The first step is to determine the vertical slope gradient i of the natural ditch bed through on-site investigation c is 7%; according to the type of debris flow, the slop...
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