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泥石流梁式格栅坝拦砂性能试验研究
引用本文: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.
作者姓名:游勇
作者单位:中国科学院水利部成都山地灾害与环境研究所,
基金项目:国家自然科学基金重点资助项目(编号:49831010)
摘    要:通过特殊泥石流试验装置 ,对泥石流梁式格栅坝拦砂性能进行研究 ,初步得到 :梁式格栅坝有全部闭塞、临时闭塞、半闭塞、未闭塞 4种闭塞类型。当梁间距 b与泥石流体中最大颗粒粒径 dm ax之比 b/ dmax≤ 1.0时 ,格栅坝基本闭塞 ;b/ dmax≥ 1.5时 ,格栅坝未闭塞 ;1.0
关 键 词:泥石流  梁式格栅坝  模型试验
文章编号:1009-2242(2001)01-0113-03
修稿时间:2000年9月18日

Characteristics of Intercepting Sediment of Debris Flow Check Dam
YOU Yong.Characteristics of Intercepting Sediment of Debris Flow Check Dam[J].Journal of Soil and Water Conservation,2001,15(1):113-115.
Authors:YOU Yong
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.
Keywords:debris flow  check dam  model test  
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