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| 1 | 黄土坡面片蚀过程试验研究显示文摘片蚀过程是坡面径流侵蚀过程的第一阶段和侵蚀方式演变的初始形态,阐明坡面片蚀过程可为坡面侵蚀过程模型建立和坡面水土流失治理提供重要科学依据。采用人工模拟降雨试验方法对黄土坡面片蚀过程进行了研究,结果表明:不同雨强及不同坡度下,坡面片蚀率皆随降雨历时的增长呈先急剧增大后趋于稳定的变化趋势,变化的转折点为产流后的5min左右;坡面片蚀模数随雨强和坡度的增大均呈显著的增加,可分别用指数方程和对数方程描述;雨强和坡度对片蚀模数的综合影响可以用二元幂函数方程描述,其中,坡度的影响大于雨强;水流功率是试验条件下与坡面片蚀动力学过程关系最密切的水动力学参数,坡面片蚀动力学过程的发生发展根源于坡面薄层径流的水流功率的动力作用。采取有关水保措施减低地面坡度,增加地面入渗,降低坡面径流流速可以有效地减少坡面片蚀。 | 刘俊娥 王占礼 高素娟 | 2011 | 水土保持学报2011，25，3： | 11 |
| 2 | 径流量和坡度对复合坡薄层径流水力学特性的影响显示文摘为研究复合坡面径流运动过程及其水力学特性,通过实验室土槽模拟试验,测试了7个径流量(10,15,20,25,30,35,40L/(min·m))和25个坡度(5°~25°)组合(5个直面坡、10个凸型坡和10个凹型坡)条件下的径流流速,计算了径流深度、雷诺数和弗劳德数。结果显示,直面坡径流流速随流程增加而增大并趋于稳定,且随流量或坡度增大而增大。凸型坡下坡面的径流流速大于上坡面,而凹型坡下坡面的径流流速小于上坡面。径流深度的变化规律与流速相反。径流雷诺数沿流程为一常数,而径流弗劳德数则随之增大。径流雷诺数和弗劳德数随径流量增加而显著增大。坡度对雷诺数影响较小而对弗劳德数影响显著。试验条件下,径流雷诺数介于200~800之间,弗劳德数小于2.5。当径流量小于25L/(min·m)时坡面径流属于层流状态,反之为紊流。凸型坡上坡面的径流为缓流而下坡面为急流,凹型坡径流大多数情况下属于急流状态。 | 吕威 武新英 李法虎 | 2016 | 水土保持学报2016，30，5： | 8 |
| 3 | An approach to estimating sediment transport capacity of overland flow显示文摘Estimating sediment transport capacity of overland flow is essential to the development of physically based soil erosion models.Correlation analysis indicates that stream power is a dominant factor for sediment transport in overland flows and a new sediment transport capacity equation is proposed based on dimensional analysis.The coefficients of the new equation are calibrated using the published laboratory data,and rainfall impact is taken into consideration by adding an empirical factor on the dimensionless critical stream power.The new sediment transport capacity equation is a function of stream power,rainfall impacted critical stream power and slope.The new equation is applied in a one-dimensional soil erosion model to simulate field data of a runoff plot and the simulation results are reliable. | LI WenJie LI DanXun WANG XingKui | 2011 | Science China(Technological Sciences)2011，54，10： | 6 |
| 4 | Estimate of sediment inflow into Vistonis Lake,Greece显示文摘In the present study, the mean annual sediment inflow into Vistonis Lake (Thrace, northeastern Greece) was calculated. The sediment quantity originates mainly from the basins of Kossynthos, Kompsatos and Travos (Aspropotamos) Rivers. The whole basin area (mountainous part) contributing to the lake amounts to about 845 km2. The above mean annual sediment quantity was compared with the mean annual sediment accumulation in the lake. The latter quantity was estimated from the mean annual decrease of the lake water volume for a period of 22 years, which was determined by means of older and newer topographic maps (isobath contours). For the calculation of the mean annual sediment yield at the outlets of the three above mentioned basins, a mathematical model consisting of three submodels was used: a rainfall-runoff submodel, a soil erosion submodel and a sediment transport submodel for streams. The comparison of the computational results by means of the mathematical model with the estimation results by means of the topographic maps is satisfactory and encouraging. | V. HRISSANTHOU P. DELIMANI G. XEIDAKIS | 2010 | International Journal of Sediment Research2010，25，2： | 1 |
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