Characteristics of Intercepting Sediment of Debris Flow Check Dam

Characteristics of Intercepting Sediment of Debris Flow Check Dam
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发表时间:
2001
影响因子:
3.9
通讯作者:
You Yong
You Yong
中科院分区:
农林科学4区
文献类型:
--
作者:
You Yong

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利用泥石流专用实验装置,开展了一系列泥石流通过检查模型的模型试验。模型通道断面形状为宽25cm的矩形,坡度为0~25%。试验所用固体材料取自成都市,砾石最大直径为5cm、10cm、15cm、20cm、25cm、30cm、35cm。梁间距为1.5cm、2.0cm、3.0cm。试验结果表明,坝体合闸条件主要有4种,其中坝体合闸条件与梁距砾石最大值的比值b/dmax以及河道坡度密切相关。
By using a special experimental devices of debris flow, a serise of model tests on debris flow passing through check dem are carried out. The shape of cross section of model channel is rectangle with a width 25cm, the gradient is 0~25%. The solid material used in the test are take from Chengdu city, the gravels maximum diameter is 5cm,10cm,15cm,20cm,25cm,30cm,35cm.The distance between beam is 1.5cm,2.0cm,3.0cm. The experimental results show that there are 4 main kind of closing conditions, the closing conditions of check dam are closely linked to the ratio b/dmax of distance between beam to the gravels maximum, and the gradient of channel.