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土质陡坡降雨侵蚀的数学模型及求解方法
引用本文:陈亿军,薛强,孙可明,赵颖,万勇. 土质陡坡降雨侵蚀的数学模型及求解方法[J]. 岩土力学, 2012, 33(5): 1579-1584
作者姓名:陈亿军  薛强  孙可明  赵颖  万勇
作者单位:1.中国科学院武汉岩土力学研究所 岩土力学与工程国家重点试验室,武汉 430071;2.辽宁工程技术大学 力学与工程学院,辽宁 阜新 123000
基金项目:国家自然科学基金项目(No.51079143);武汉市科技攻关计划项目(No.200860423196);广东省交通厅重点科技攻关项目(No.2009GH-KY-03)
摘    要:建立了土质陡坡降雨侵蚀的数学模型,模型包括陡坡细沟间坡面流控制方程、变沟宽陡坡细沟流控制方程、陡坡细沟间坡面侵蚀泥沙连续方程及陡坡变沟宽细沟侵蚀泥沙连续方程。通过紊流冲击分布概率确定土壤剥蚀方程,确定了泥沙源/汇项的表达形式及细沟高程与宽度的表达式。通过有限元和有限差分相结合的方法求解该数学模型,利用有限单元法对数学模型的水动力方程、运动方程及泥沙连续方程进行空间上的离散,利用有限差分法解决时间域的问题,得出了顺序求解的数值计算公式及模型数值求解的具体方法和步骤。

关 键 词:细沟侵蚀  沟间侵蚀  模型  有限元-有限差分  边坡侵蚀  
收稿时间:2010-10-28

A mathematical model for rainfall erosion of steep soil slope and its solution
CHEN Yi-jun , XUE Qiang , SUN Ke-ming , ZHAO Ying , WAN Yong. A mathematical model for rainfall erosion of steep soil slope and its solution[J]. Rock and Soil Mechanics, 2012, 33(5): 1579-1584
Authors:CHEN Yi-jun    XUE Qiang    SUN Ke-ming    ZHAO Ying    WAN Yong
Affiliation:1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. School of Mechanics and Engineering Sciences, Liaoning Technical University, Fuxin, Liaoning 123000, China
Abstract:A mathematical models for rainfall erosion of the soil steep slope is established,which consists of the control equation of overland flow in inter-rill of soil steep slope,the control equation of water flow in rills of variable groove width of soil steep slope,the continuation equation of sediment in inter-rill of soil steep slope,and the continuity equation of sediment in rills of variable groove width of soil steep slope.Through the probability distribution of turbulent flow,the soil erosion equation is determined.The expressions of sediment source/sink terms and rill height and width are determined.To solve the model,two methods are used in combination.The finite element method is applied to discretize the mathematical model that consist of hydrodynamic equation,the motion equation,and the sediment continuity equation in space;and the finite difference method solves the problem in time domain.In this way,we could obtain the numerical calculation formula and the specific solution to the model.
Keywords:rill erosion  inter-rill erosion  model  finite element-finite difference  slope erosion
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