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沈宇鹏, 匡星, 王连俊, 白明洲. 铁路工程边坡次降雨侵蚀产流模拟及影响规律[J]. 岩土工程学报, 2011, 33(zk1): 491-495.
引用本文: 沈宇鹏, 匡星, 王连俊, 白明洲. 铁路工程边坡次降雨侵蚀产流模拟及影响规律[J]. 岩土工程学报, 2011, 33(zk1): 491-495.
SHEN Yu-peng, KUANG Xing, WANG Lian-jun, BAI Ming-zhou. Flow simulations and influence rules of rainfall erosion on railroad slopes[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 491-495.
Citation: SHEN Yu-peng, KUANG Xing, WANG Lian-jun, BAI Ming-zhou. Flow simulations and influence rules of rainfall erosion on railroad slopes[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 491-495.

铁路工程边坡次降雨侵蚀产流模拟及影响规律

Flow simulations and influence rules of rainfall erosion on railroad slopes

  • 摘要: 根据铁路工程边坡水力侵蚀试验结果以及坡面土壤入渗理论及水流波动理论进行铁路工程边坡的入渗分析及坡面流分析,提出铁路工程土质边坡的次降雨侵蚀入渗产流模拟方程。为预测及控制铁路工程边坡坡面水土流失问题,针对降雨强度、渗透系数、土壤吸力、压实度、含水率、糙率系数、坡度等对铁路工程边坡产流初始时刻、产流量的影响规律进行了计算分析。结果表明,渗透系数对产流时间和产流量影响较大,长时间降雨时,坡长对路堑产流量影响大;短时间强降雨时,糙率系数变大和坡度减小是降低路堑边坡产流量的主要因素。

     

    Abstract: The analysis and simulation work concerning rainfall infiltration and motion equation of slope runoff are carried out based on achievements of related research subjects based on the theories of infiltration and flow fluctuations. The influence rules of runoff time and production flow are deduced. The influencing factors include rainfall intensity, permeability coefficient , soil suction, compactness , water content, Manning's roughness coefficient, slope gradient and slope length . The results show the rainfall intensity has more impact on the runoff time and production flow. In prolonged rainfall, the slope length affects the cutting slope. In short rains, the larger roughness and slope decrease are the important factors to reduce the runoff.

     

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