Steady state lateral water flow through unsaturated soil layers

The effects of gravity on flow through variably saturated soil layers are investigated quantitatively using two new analytical solutions and a numerical model. In all cases, steady state flow occurs laterally through a tilted, rectangular layer of soil with a constant hydraulic head on either end. T...

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Veröffentlicht in:	Water resources research 2008-08, Vol.44 (8), p.n/a
Hauptverfasser:	Warrick, A.W, Hinnell, A.C, Ferre, T.P.A, Knight, J.H
Format:	Artikel
Sprache:	eng
Schlagworte:	gravity hillside seepage hydrologic models mathematical models Richards equation steady flow Unsaturated flow velocity
Online-Zugang:	Volltext
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