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泥石流梁式格栅坝拦砂性能试验研究

游勇

水土保持学报2001,Vol.15Issue(1):113-115,3.
水土保持学报2001,Vol.15Issue(1):113-115,3.

泥石流梁式格栅坝拦砂性能试验研究

Characteristics of Intercepting Sediment of Debris Flow Check Dam

游勇1

作者信息

  • 1. 中国科学院水利部成都山地灾害与环境研究所,
  • 折叠

摘要

Abstract

By using a special experimental devices of debris flow, a seriseof model tests on debris flow passing through check-dem are car ried 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 resul ts 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 be am to the gravel's maximum, and the gradient of channel.

关键词

泥石流/梁式格栅坝/模型试验

分类

天文与地球科学

引用本文复制引用

游勇..泥石流梁式格栅坝拦砂性能试验研究[J].水土保持学报,2001,15(1):113-115,3.

基金项目

国家自然科学基金重点资助项目 ()

水土保持学报

OA北大核心CSCD

1009-2242

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