文章摘要
罗雅雪, 张思琪, 颜 红, 岳彩雯, 韦小茶, 周秋文.亚喀斯特林地野外模拟降雨条件下地表径流特征Journal of Water Resources and Water Engineering[J].,2018,29(1):117-121
亚喀斯特林地野外模拟降雨条件下地表径流特征
The characteristics of surface runoff under simulated rainfall in semi-karst wood land
  
DOI:10.11705/j.issn.1672-643X.2018.01.19
中文关键词: 地表径流  人工模拟降雨  降雨强度  亚喀斯特林地
英文关键词: surface runoff  artificial simulated rainfall  rainfall intensity  semi-karst wood land
基金项目:贵州省本科教学工程建设项目:地理与环境生态大学生创新训练中心(2016DC3); 贵州省科学技术基金(黔科合J字[2015]2118号); 贵州师范大学博士科研启动金
Author NameAffiliation
LUO Yaxue, ZHANG Siqi, YAN Hong, YUE Caiwen, WEI Xiaocha, ZHOU Qiuwen (贵州师范大学 地理与环境科学学院 贵州 贵阳 550001) 
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中文摘要:
      以贵州省亚喀斯特地区为研究对象,通过人工模拟降雨实验的方法,分析不同降雨强度的地表径流效应特征,实验结果表明:降雨过程中任意时间段,雨强越大,地表径流量越大;降雨过程中,雨强为30 mm/h时的径流系数范围为0.0143~0.0407。雨强为75 mm/h时的径流系数范围为0.0093~0.0420。雨强为120 mm/h时的径流系数范围为0.0111~0.0435;侵蚀产沙随降雨历时变化的幅度较地表径流大,产沙量变化曲线呈现明显的不规则波动;雨强为30 mm/h时的产流时间是2.37 min,雨强为75 mm/h时是1.29 min,雨强为120 mm/h时是1.51 min;降雨结束时,累积地表径流量表现为雨强越大,累积地表径流量越大,即雨强为120mm/h时的累积地表径流量最大。以累积地表径流量算出的径流系数,表现为随着雨强的增加而逐渐减小。研究结果表明:在亚喀斯特地区,雨强不同导致地表径流特征不同。该实验结论可为亚喀斯特地区水土保持和生态保护建设等提供一定的理论参考。
英文摘要:
      Taking the semi-karst region of Guizhou Province as the research object, the characteristics of surface runoff with different rainfall intensity were analyzed through artificial rainfall experiment, and the experimental results showed that:at any time during the rainfall, the greater the rainfall intensity is, the greater the surface runoff is. During the rainfall, when the rainfall intensity is 30mm/h, the runoff coefficient ranges from 0.0143 to 0.0407. When the rainfall intensity becomes 75mm/h, the runoff coefficient range is 0.0093~0.0420. While the rainfall intensity is 120mm/h, the ranger of runoff coefficient is 0.0093~0.0420. The change of erosion and sediment with rainfall over time is larger than the surface runoff. The variation curve of sediment concentration shows obvious irregular fluctuation. When the rainfall intensity is 30mm/h, the runoff time is 2.37min, when the rainfall intensity is 75mm/h, the runoff time is 1.29min, when the rainfall intensity becomes 120mm/h, the runoff time is 1.51min. At the end of the rainfall, the cumulative surface runoff expressed as the greater the rainfall intensity is, the greater the cumulative surface runoff is, and when the rainfall intensity is 120mm/h, the cumulative surface runoff is the largest. The runoff coefficient calculated from the cumulative surface runoff is gradually reduced with the increase of the rainfall intensity. The research indicates that, in the semi-karst area, different rainfall intensity makes different characteristics of surface runoff. This experimental results can provide some theoretical reference for Soil and Water Conservation and Ecological protection construction in the semi-karst area.
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