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河道岸滩稳定性综合评价方法

王延贵 齐梅兰 金亚昆

水利水电科技进展2016,Vol.36Issue(5):55-59,5.
水利水电科技进展2016,Vol.36Issue(5):55-59,5.DOI:10.3880/j.issn.1006-7647.2016.05.010

河道岸滩稳定性综合评价方法

Comprehensive evaluation method for river bank stability

王延贵 1齐梅兰 2金亚昆2

作者信息

  • 1. 国际泥沙研究培训中心,北京 100048
  • 2. 北京交通大学土木建筑工程学院,北京 100044
  • 折叠

摘要

Abstract

In order to evaluate the influences of the bank boundary condition and the river dynamic condition on bank stability, through quantification of qualitative indices and standardization of quantitative indices, comprehensive evaluation functions for bank stability during the dry period and the flood period were created based on the hierarchical framework model and weight coefficients of the factors of bank failures, and a comprehensive evaluation method for bank stability, considering many factors, was put forward. The results of stability evaluation of three reach banks with different soil properties, bank boundary conditions, and river dynamic conditions show that the comprehensive evaluation function and method are suitable for bank stability evaluation.

关键词

河道/岸滩稳定性/崩岸/层次分析法/综合评价方法

Key words

river/bank stability/bank failure/analytic hierarchy process/comprehensive evaluation method

分类

建筑与水利

引用本文复制引用

王延贵,齐梅兰,金亚昆..河道岸滩稳定性综合评价方法[J].水利水电科技进展,2016,36(5):55-59,5.

基金项目

国家自然科学基金(511792080) (511792080)

中国水利水电科学研究院科研专项(沙基本科研1438) (沙基本科研1438)

“十二五”国家科技支撑计划(2012BAB04B02-2) (2012BAB04B02-2)

水利水电科技进展

OA北大核心CSCDCSTPCD

1006-7647

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