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

D. Khadka
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引用次数: 2

Abstract

Study of the groundwater table development and runoff generation is one of the most important parts 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 degrees 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 was found immediately 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.
高渗透丘陵边坡地下水开发的动态蓄水模型-实验室研究
对地下水位发育和径流生成的研究是水文学中发展一个明确概念的最重要的部分之一,特别是在山坡上。在实际领域的研究比在人工系统中更为复杂。在人工系统开发和实验观察中可以得到良好的结果。因此,本研究的目的是在实验室模拟人工山坡流,其中包括饱和过量地表径流流。径流生成的物理过程取决于土壤类型、坡度几何特征和降雨开始时的初始土壤条件等因素。本文成功地模拟了径流形成过程的机制,计算了丘陵地形的水文曲线,并利用运动学蓄水模型理论测试了高渗透性土壤的地下水位发育。该模型将山坡表示为长2.02 m,深0.15 m,宽1m的矩形存储单元,与水平面成10度角的不透水层。存储单元由两个水分区组成:一个不饱和区和一个饱和区。所得结果与Nm Shakya(1995)的坡度模型理论有较好的调整。同时,混合砂剖面的水分剖面在降雨事件发生后立即发生变化。结果表明,在深度中部最大含水率为0.4时,水分在深度上的时间和分布比地表最大含水率为0.37时要多。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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