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Kinematic Storage Model (KSM) for Groundwater Development in Highly Permeable Hill Slope-Laboratory Study

机译:高渗透性山坡实验室研究中地下水开发的运动学存储模型(KSM)

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Study of the groundwater table development and runoff generation is one of the most important part s of hydrology to develop a clear concept , especially in hill slope. The study is more complex in the real field rather than in the artificial system. The result in artificial systems developed and experimental observations may give good results. So , therefore , this study is aimed at modeling in the laboratory as artificial hill slope flows which include saturation excess surface runoff flows. The physical processes along with runoff generation depend on the factors —soil type, characteristic slope geometry, and initial soil conditions at the commencement of rainfall. The mechanisms involved in runoff formation process have been simulated successfully to compute hydrograph for hilly terrain and groundwater table development in highly permeable soil tested by kinematic storage model theory. The model represents the hill slope as a rectangular storage element of length 2.02 m, depth 0.15 m and width 1m With an impermeable bed making an angle of 10 degree s with the horizontal. The storage element is composed of two moisture zones: an unsaturated zone and a saturated zone. The result obtained is seemed good adjustment to the theory of hill slope model given by Nm Shakya , 1995. Aslo , the moisture profile variation in mixed sand profile w as found immediate ly after the rainfall event. The result obtained shows that the timing and distribution of moisture over the depth where the maximum moisture content is 0.4 in mid of the depth which is more than in surface having a moisture level of 0.37.
机译:研究地下水位和径流的产生是水文学发展一个重要概念的重要部分之一,尤其是在山坡上。该研究在实际领域而不是在人工系统中更为复杂。在人工系统开发的结果和实验观察中可能会给出很好的结果。因此,因此,本研究旨在在实验室中模拟包括饱和的地表径流在内的人工山坡流。径流产生的物理过程取决于以下因素:土壤类型,特征坡度几何形状以及降雨开始时的初始土壤条件。通过运动存储模型理论成功地模拟了径流形成过程中涉及的机制,以计算高渗透性土壤中丘陵地形和地下水位开发的水位图。该模型将山坡表示为长度为2.02 m,深度为0.15 m,宽度为1m的矩形存储元件,并具有与水平方向成10度s的不透水层。储存元件由两个湿气区组成:一个不饱和区和一个饱和区。得到的结果似乎是对Nm Shakya,1995年给出的山坡模型理论的良好调整。Aslo,在降雨事件发生后立即发现的混合砂剖面中的水分剖面变化为w。所获得的结果表明,在最大深度为0.4的深度的深度中,水分的时间和分布在深度的中间,该深度大于水分含量为0.37的表面中的水分。

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