康宏亮, 王文龙, 薛智德, 郭明明, 李建明, 白芸, 邓利强, 李艳富. 陕北风沙区含砾石工程堆积体坡面产流产沙试验[J]. 水科学进展, 2016, 27(2): 256-265. DOI: 10.14042/j.cnki.32.1309.2016.02.011
引用本文: 康宏亮, 王文龙, 薛智德, 郭明明, 李建明, 白芸, 邓利强, 李艳富. 陕北风沙区含砾石工程堆积体坡面产流产沙试验[J]. 水科学进展, 2016, 27(2): 256-265. DOI: 10.14042/j.cnki.32.1309.2016.02.011
KANG Hongliang, WANG Wenlong, XUE Zhide, GUO Mingming, LI Jianming, BAI Yun, DENG Liqiang, LI Yanfu. Experimental study on runoff and sediment yield from engineering deposition with gravel in the northern windy-sandy region, Shaanxi[J]. Advances in Water Science, 2016, 27(2): 256-265. DOI: 10.14042/j.cnki.32.1309.2016.02.011
Citation: KANG Hongliang, WANG Wenlong, XUE Zhide, GUO Mingming, LI Jianming, BAI Yun, DENG Liqiang, LI Yanfu. Experimental study on runoff and sediment yield from engineering deposition with gravel in the northern windy-sandy region, Shaanxi[J]. Advances in Water Science, 2016, 27(2): 256-265. DOI: 10.14042/j.cnki.32.1309.2016.02.011

陕北风沙区含砾石工程堆积体坡面产流产沙试验

Experimental study on runoff and sediment yield from engineering deposition with gravel in the northern windy-sandy region, Shaanxi

  • 摘要: 采用室内人工模拟降雨方法,研究了陕北风沙区含砾石工程堆积体边坡的产流产沙过程。结果表明:①砾石存在改变了坡面入渗速率,径流系数受入渗速率的影响,随砾石含量的增加先线性递减后线性递增,并在10%砾石含量处存在阈值;径流系数随降雨强度的增加线性递增。②含砾石堆积体坡面流速较纯土堆积体降低,且随雨强增大,砾石延缓径流流动的作用越显著;雨强对径流流速的影响随砾石含量增加持续减弱。③土壤剥蚀率在产流24~33 min后显著增加,砾石主要对显著增加后的平均剥蚀率产生影响。④雨强1.0 mm/min时,砾石存在促进降雨侵蚀,产沙量增大;雨强大于1.0 mm/min时,砾石具有显著的减沙效应。

     

    Abstract: Engineering deposition is a special geomorphic unit which exhibits very serious soil and water loss in improvement and construction projects. Experimental research regarding the soil erosion laws of geomorphic units with different compositions and ratios under different rainfall conditions is an urgent concern. In the present study, indoor artificial rainfall simulation was applied to investigate the processes of runoff generation and sediment yield on the slope of deposition with gravel in the northern windy-sandy region of Shaanxi province, China. The results reveal the following:① The runoff coefficient influenced by infiltration rate, which changed due to the existence of gravel, first increased and then decreased linearly when the gravel content increased with a critical content of 10%, and increased linearly with the increase in rainfall intensity. ② The overland flow velocity on rocky deposition was lower than the velocity on homogeneous deposition. Stronger effects of gravel on delaying runoff were found with the increase in rainfall intensity, but the effects of rainfall intensity on velocity were weaker when the gravel content increased. ③ The soil detachment rate increased significantly after 24-33 min in the period of runoff generation. Gravel mainly affected the erosion rate after the significant increase. ④ The gravel increased the sediment yield under 1.0 mm/min rainfall intensity, while it decreased the total sediment when the rainfall intensity was higher. The results of this study are useful for providing reliable experimental information for the erosion model development of national engineering depositions.

     

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