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土壤未飽和層點源滲漏之數值試驗

Numerical Experiment of Point Source Percolation in Unsaturated Soil

摘要


本硏究乃利用二維Richards方程式,配合van Genuchten&Niel(1985)土壤特性曲線關係式,透過交替變換方向的數值方法(A. D. I.)來模擬未飽和層點源滲漏之現象,數値解先以砂箱試驗驗證。然後將起始條件改爲含水量處於重力平衡狀況下的條件,再重覆此數值試驗,結果顯示出起始含水量的差異對濕鋒的發展有明顯的影響,此結果顯示數值試驗的方便性與必要性。

關鍵字

滲漏 未飽和土層 濕鋒

並列摘要


Vertical two-dimensional Richard's equation is solved numerically to simulate percolation behavior from 8 point source of water. Simulation set-up is made similar to the sand-tank experiments performed by Chen and Yu (1996 ), in which water were injected near the top surface of a tank of relative dry soil. van Genuchten & Nielsen's (1985) formulas are employed to represent relationships between hydraulic conductivity, moisture content, and pressure head of unsaturated soil. Alternating directional implicit (ADI) scheme is used to solve this 2-D problem. Result shows that this model is capable of reproducing experimental results as well as other information which are either hidden or difficult to measure.

並列關鍵字

Percolation Unsaturated Soil Wet Front

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