中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
稀性泥石流冲刷规律的试验研究

文献类型:期刊论文

作者朱兴华1,2; 崔鹏1; 周公旦1; 陈华勇1
刊名水利学报
出版日期2012-12
卷号2012期号:S2页码:85-90
关键词稀性泥石流 冲刷 野外水槽试验 冲刷深度
ISSN号0559-9350
其他题名Accession number:20131616220788
通讯作者崔鹏
中文摘要

 稀性泥石流具有很强的输沙能力,可在运动过程中强烈刷深泥石流沟道。以理论分析和野外水槽试验相结合,对稀性泥石流的冲刷规律进行了初步的探讨研究。沟床物质的初次冲刷应该考虑非均匀床沙是否会发生粗化,因此根据沟床物质在稀性泥石流的冲刷作用下形成粗化层的临界判别条件,将稀性泥石流的冲刷归纳成3种不同的模式,并分别推导了这3种不同冲刷条件下,床面冲刷深度的计算方法。然后进一步通过野外水槽试验探讨了床沙全沙输移情况下,沟床冲刷系数的取值。稀性泥石流累次冲刷问题的关键是前一次冲刷形成的床面结构是否会破坏或再生,本文最后结合野外水槽试验中累次冲刷的试验结果,分析了沟床累次冲刷深度的计算方法。

英文摘要

 

 

Diluted debris flow has a strong capacity of sediment delivery, which may erode debris flow channel significantly during the movement from upstream to downstream. In this paper, the theoretical analysis combined with field flume experiments, a preliminary study on the erosion law of diluted debris flow has been conducted. The process of armoring should be considered in the initial erosion of non-uniform channel bed material. Therefore, the erosion process of non-uniform channel bed material scoured by diluted debris flow can be classified as three modes according to critical criterion of armoring layer. In addition, the calculation methods of bed scour depth of three erosion modes mentioned above were presented. The value of erosion coefficient was also explored according to filed flume experiments. The key issue of repeated erosion of diluted debris flow is whether the bed surface structure formed during the last process of scouring can be damaged or regenerated. At last, the calculation method of scour depth after repeated erosion was analyzed according to the experimental results from the field flume experiments.

 

学科主题P642.23
收录类别EI ; 北大中文核心
语种中文
源URL[http://ir.imde.ac.cn/handle/131551/17972]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
作者单位1.中国科学院水利部成都山地灾害与环境研究所/中国科学院山地灾害与地表过程重点试验室
2.中国科学院研究生院
推荐引用方式
GB/T 7714
朱兴华,崔鹏,周公旦,等. 稀性泥石流冲刷规律的试验研究[J]. 水利学报,2012,2012(S2):85-90.
APA 朱兴华,崔鹏,周公旦,&陈华勇.(2012).稀性泥石流冲刷规律的试验研究.水利学报,2012(S2),85-90.
MLA 朱兴华,et al."稀性泥石流冲刷规律的试验研究".水利学报 2012.S2(2012):85-90.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

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