河道岸滩稳定性综合评价方法
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TV143+.3

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国家自然科学基金(511792080);中国水利水电科学研究院科研专项(沙基本科研1438);“十二五”国家科技支撑计划(2012BAB04B02-2)


Comprehensive evaluation method for river bank stability
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    摘要:

    为了评价河岸边界条件和河流动力条件对岸滩稳定性的影响,以河道岸滩崩塌影响因子层次结构模型和权重系数为基础,将定性指标定量化和定量指标标准化,构造了枯水期和洪水期岸滩稳定综合评价函数,提出了考虑多种因素影响的岸滩稳定性综合评价方法。对拟定的3种不同土壤性质、边界条件和水动力条件的河段岸滩稳定性评价结果表明,岸滩稳定性综合评价过程和评价方法是合理的。

    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.

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引用本文

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.(WANG Yangui, QI Meilan, JIN Yakun. Comprehensive evaluation method for river bank stability[J]. Advances in Science and Technology of Water Resources,2016,36(5):55-59.(in Chinese))

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  • 收稿日期:2015-06-28
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  • 在线发布日期: 2016-08-31
  • 出版日期: 2016-09-05