在水-根-土的合下,具有双重结构的河岸的稳定性分析
Youzhi Hao1, Dongdong Jia2, Xingnong Zhang3
1Key Laboratory of Port, Waterway and Sedimentation Engineering of Ministry of Transport, Nanjing Hydraulic Research Institute, Nanjing 210024, China
概括
植被根增强了河岸的稳定性,增加了临界崩宽度和延长了崩时间. 根深蒂固的土壤银行比土壤银行更好地抵抗水流侵蚀,特别是在更厚的根系.
科学领域:
- 环境科学环境科学
- 地质技术工程地质技术工程
- 水文学的水文学
背景情况:
- 双结构植被河岸的崩机制尚不清楚,特别是关于水位的变化.
- 河岸侵蚀和崩对基础设施和生态系统构成重大风险.
研究的目的:
- 开发一种方法来计算双结构植被库的临界崩宽度.
- 建立一个包括根系影响,水位和侵蚀在内的河岸稳定性计算模型.
主要方法:
- 提出了关键崩宽度的计算方法,考虑到根强化和不同的水文条件.
- 开发了一个稳定性模型,整合了横向侵蚀和斜坡积累.
- 分析了故障模式,重点是凝聚性土壤层中的剪切故障.
主要成果:
- 剪切失败在厚厚的凝聚性土壤层中占主导地位;根加强的银行比土壤银行具有更大的临界崩宽度.
- 临界崩宽度随着水位的变化而波动.
- 根深蒂固的土壤银行与非植被的银行相比,显著延迟了崩.
结论:
- 植被根增强了河岸的稳定性,增加了对崩的抵抗力.
- 根系的厚度会影响银行稳定性在侵蚀下衰落的速度.
- 根深蒂固的土壤银行提供长时间的稳定性,防止水流侵蚀.
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