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莫加成, 焦卫国, 赵青, 庹斌, 罗宇, 张松. 半湿润区毛细阻滞覆盖层实际储水能力与防渗设计参数研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231251
引用本文: 莫加成, 焦卫国, 赵青, 庹斌, 罗宇, 张松. 半湿润区毛细阻滞覆盖层实际储水能力与防渗设计参数研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231251
Monitoring service behavior of capillary barrier cover in semihumid areas and study on design parameters of anti-seepage[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231251
Citation: Monitoring service behavior of capillary barrier cover in semihumid areas and study on design parameters of anti-seepage[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231251

半湿润区毛细阻滞覆盖层实际储水能力与防渗设计参数研究

Monitoring service behavior of capillary barrier cover in semihumid areas and study on design parameters of anti-seepage

  • 摘要: 为掌握西北半湿润气候条件下毛细阻滞覆盖层长期服役性状和实际储水能力,在西安填埋场开展了现场足尺试验,通过自然气候条件下的长期监测和极端降雨试验,定量对比了植被对覆盖层水分释放的影响,揭示了区域气候条件下毛细阻滞覆盖层实际渗漏模式及其储水能力发挥程度。结果表明:(1)西北半湿润区夏季植被生长茂盛的条件下,有植被时水分释放速度显著大于无植被裸土,前者累计释放量(45.8 mm)是后者(26.55 mm)的1.73倍 。(2)我国西北半湿润气候区长时弱降雨气候条件,如小~中雨,毛细阻滞覆盖层渗漏时实测储水量可达到理论储水量的93.41%。土层裂缝等优先流通道对其防渗性能影响小,渗漏诱发原因是土层实际储水量超过理论值。短时强降雨气候条件如夏季午后的大~暴雨,渗漏时实测储水量为理论储水量的73.22%~83.73%。坡面径流(或积水)通过土层裂缝优 先下渗是覆盖层多发的、常见的渗漏诱发机制。防渗设计中,建议在储水理论值基础上考虑1.1~1.3的防渗富余系数。

     

    Abstract: In order to Study on the anti-seepage service behavior and percolation mechanism of capillary barrier cover, a full-scale cover was built in Xi'an, and rainfall and long-term monitoring tests were carried out. The results show that: (1) With the condition of luxuriant vegetation growth in summer, the water release rate with vegetation is significantly higher than that without vegetation, the former(45.8 mm) is 1.73 times of the latter(26.55 mm) . (2)With the condition of light rain~moderate rain in northwest China, preferential flow channels such as soil cracks have little influence on its anti-seepage performance, and the cause of percolation is that the actual water storage of the soil layer exceeds its theoretical water storage capacity. With the condition of heavy rain~rainstorm, preferential infiltration through soil cracks is common and frequent inducing mechanism of soil cover percolation. It will cause the water storage capacity of soil cover not to be fully developed. It is recommended to consider setting an anti-seepage margin coefficient of 1.1~1.3 .

     

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