Abstract
Let us consider one-dimensional steady-state underground flow in an unconfined aquifer on a horizontal base with constant recharge N to a fully penetrating trench at X 0 = 0 (Fig. 6.1). The aquifer is piecewise homogeneous. Its hydraulic conductivity changes at locations X 1, X 2, and X 3, taking within the intervals [X 0, X 1], (X 1, X 2], (X 2, X 3], and (X 3, X 4] the values K 1, K 2, K 3, and K 4. Recharge N = 0.0001 m/day, and X 1 = 25, X 2 = 50, X 3 = 75, and X 4 = 100 m.
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References
Beven K (1989) Changing ideas in hydrology—the case of physically-based models. J Hydrol 105:157–172 Amsterdam
Frind EO, Hokkanen GB (1987) Simulation of the Borden plume using the alternate direction Galerkin technique. WRR 23(5):918–930
Konikow LF, Bredehoeft JD (1992) Ground-water models cannot be validated. Adv Water Res 15(2):75–83
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Gorokhovski, V. (2012). Examples of Linear Transforming Mechanisms. In: Effective Parameters of Hydrogeological Models. SpringerBriefs in Earth Sciences. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-23722-5_6
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DOI: https://doi.org/10.1007/978-3-642-23722-5_6
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