Analytical solutions of unsteady drainage problems for soils subjected to variable recharge from a semi-confined aquifer

Author:

Karamouzis Diamandis N.,Teloglou Ilias S.

Publisher

Springer Science and Business Media LLC

Subject

Water Science and Technology,Civil and Structural Engineering

Reference9 articles.

1. Dumm, L., 1954, Drain-spacing formula,Agric. Eng. 35(10), 726?730.

2. Dumm, L., 1964, Transient-flow concept in subsurface drain age: Its validity and use.Trans. ASAE 7(2), 142?146, 151.

3. Karamouzis, D. N., 1991, Unsteady drainage problems for soils laying on semi-confined aquifers, in G. Tsakiris (ed.),Advances in Water Resources Technology, A. A. Balkema, Rotterdam, pp. 225?234.

4. Karamouzis, D., Zissis, T., and Terzidis, G., 1988, Non-dimensional diagrams for unsteady drainage problems with or without recharge.Agric. Water Management 13, 145?156.

5. Kraijenhoff van de Leur, D. A., 1958, A study of non-steady groundwater flow with special reference to a reservoir-coefficient,De Ingenieur 40, 87?94.

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