首页|水位变化条件下植被对下荆江河段岸坡稳定性影响分析

水位变化条件下植被对下荆江河段岸坡稳定性影响分析

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针对下荆江河段典型的上黏下砂二元岸坡,选用香根草-高羊茅组合植物护坡型式,综合考虑植物根系锚固作用及植被蒸腾作用,利用GeoStudio软件模拟岸坡强度指标和热力学指标,运用单因子分析方法研究河道水位下降幅度M、水位下降速率R、初始水位I因素对岸坡稳定性的影响,并运用灰色关联分析方法对比三种因素对岸坡稳定性的影响程度.结果表明:在水位下降过程中,岸坡稳定安全系数先快速下降,后趋于稳定;岸坡稳定性受水位快速下降的影响最大,当下降速率小于1m/d时,素土岸坡能保持在基本稳定状态;当下降速率大于3 m/d时,岸坡失稳破坏.植被有助于提升岸坡的稳定性,有植被岸坡与素土岸坡相比,其稳定安全系数最大可提升4.33%;岸坡稳定安全系数与M、R、I三种影响因素的关联度在有植被条件下依次有所下降,最大降低3.73%.本文研究结果明确了水位变化条件下植被对下荆江岸坡的稳固效果,可为生态护岸工程的设计提供基础支撑.
Analysis of the influence of vegetation on the riverbank stability in the Lower Jingjiang Reach under water level change
To analyze the typical top clay-bottom sand bank slope of the Lower Jingjiang Reach(LJR),the veti-ver grass-tall fescue was selected as the protection type,regarding the root anchorage effect and transpiration of the vegetation.Using GeoStudio to imitate the strength and thermodynamic indicators of the bank,studying the influ-ence of the magnitude of water level decline,rate of water level decline and initial water level on bank stability by single factor analysis approach,and comparing the degree of influence of the three factors by grey relational analy-sis.The results show that:as the water level decline,the safety factor of bank slope first decreases rapidly and then tends to stable values;bank stability is most influenced by the rapid rate of water level decline,when the rate of water level decline is less than 1 m/d,the bare soil slope remains in a basic stable state;when it is greater than 3 m/d,the slope becomes instability.Vegetation can improve the bank stability,comparing the vegetated slope to the bare slope,its safety factor can be increased by 4.33%at most;the correlation between the safety factor of bank slope and the three factors decreases under vegetated condition,with a decrease of 3.73%at most.The re-sults clarified the effect of the vegetation on the bank stability of the LJR under water level change and provide a ref-erence for ecological bank protection projects.

ecological revetmentLower Jingjiang Reachbank stabilitywater level decline

邱嘉琦、余明辉、李倩

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武汉大学水资源工程与调度全国重点实验室,湖北武汉 430072

生态护岸 下荆江河段 河岸稳定性 水位下降

国家自然科学基金面上项目国家自然科学基金面上项目

1197226512372385

2024

水利学报
中国水利学会

水利学报

CSTPCD北大核心
影响因子:1.778
ISSN:0559-9350
年,卷(期):2024.55(1)
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