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冲积河流岸滩崩退模式与崩退速率

王延贵 陈吟 陈康

水利水电科技进展2018,Vol.38Issue(4):14-20,7.
水利水电科技进展2018,Vol.38Issue(4):14-20,7.DOI:10.3880/j.issn.1006-7647.2018.04.003

冲积河流岸滩崩退模式与崩退速率

Study on collapse-retreat patterns and bank erosion rates of alluvial riverbanks

王延贵 1陈吟 1陈康2

作者信息

  • 1. 国际泥沙研究培训中心,北京 100044
  • 2. 中国水利水电科学研究院,北京 100038
  • 折叠

摘要

Abstract

To intensively study and predict the lateral evolution of alluvial rivers,the theories of riverbank erosion and stability are used to discuss the patterns and the rates of riverbank collapse-retreat in this paper.Based on the mechanism of the riverbank collapse-retreat,three types of analysis models are proposed,which are the sinking-slipping failure,the sinking-toppling failure and the falling failure.Combined with the lateral erosion of river banks,the longitudinal scour of river bed and the critical condition of bank failure,the formula of bank erosion rates is derived.The hydrological data and soil properties of the Yellow River and the Yangtze River were used to validate the proposed formula.The results show that the estimated retreat distance and erosion rates are in consistent with the actual erosion rates of the Yellow River and the Yangtze River,indicating that the proposed collapse-retreat patterns and the formula of bank erosion rates are reasonable.

关键词

崩退模式/崩退速率/挫崩滑塌/挫崩倒塌/落崩冲刷

Key words

collapse-retreat patterns/lateral erosion rate/sinking-slipping failure/sinking-toppling failure/falling failure

分类

建筑与水利

引用本文复制引用

王延贵,陈吟,陈康..冲积河流岸滩崩退模式与崩退速率[J].水利水电科技进展,2018,38(4):14-20,7.

基金项目

国家自然科学基金(51679259,51179208) (51679259,51179208)

水利水电科技进展

OA北大核心CSCDCSTPCD

1006-7647

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