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基于稳定坡比计算的崩岸预警评估方法研究

张辉 倪晋 贲鹏 杨兴菊

江淮水利科技Issue(3):23-28,6.
江淮水利科技Issue(3):23-28,6.DOI:10.20011/j.cnki.JHWR.202503004

基于稳定坡比计算的崩岸预警评估方法研究

Research on bank collapse early warning and assessment method based on stable slope ratio calculation

张辉 1倪晋 1贲鹏 1杨兴菊1

作者信息

  • 1. 安徽省·水利部淮河水利委员会水利科学研究院,安徽 合肥 230088||安徽省水科学与智慧水利重点实验室,安徽 合肥 230088
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摘要

Abstract

To address current issues in bank collapse monitoring and early warning,such as poor timeliness and limited techni-cal approaches,and to enhance the capacity for pre-disaster prevention and emergency response,this study took the newly constructed bank section in Fengtai along the Anhui section of the Huaihe River as a case study.By comprehensively consider-ing the current conditions and future development trends of the riverbank,a bank collapse early warning and assessment method based on stable slope ratio calculation was established.Based on the comparison of stable slope ratio and predicted slope ratio,the river section was preliminarily divided into blue stable bank section,orange warning bank section,and red dan-gerous bank section.By incorporating river regime evolution and the potential disaster losses caused by bank collapse,the early warning levels were adjusted,and the riverbank collapse risk levels for different river sections were classified,leading to the development of a riverbank collapse early warning zoning map.For this section,a stable slope ratio of 0.25 was adopted,indi-cating a high likelihood of bank collapse in the near future,and it was designated as a red danger zone.The results could pro-vide technical support for enhancing pre-disaster prevention and emergency response capabilities for bank collapse.To provide a demonstration role for the stability evaluation of the Huaihe River beach,and to provide technical support for the competent authorities to improve their pre disaster prevention and emergency response capabilities.

关键词

崩岸/稳定坡比/预警评估方法/风险等级

Key words

bank collapse/stable slope/early warning assessment methods/risk level

分类

建筑与水利

引用本文复制引用

张辉,倪晋,贲鹏,杨兴菊..基于稳定坡比计算的崩岸预警评估方法研究[J].江淮水利科技,2025,(3):23-28,6.

基金项目

安徽省自然科学基金项目(2208085US04、2308085US10、2408055US010) (2208085US04、2308085US10、2408055US010)

2023年度安徽省·水利部淮河水利委员会水利科学研究院青年科技创新计划(KY202302) (KY202302)

江淮水利科技

1673-4688

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