Research Article
Jan 1981

Surface Hydrology: III°Causes of Lateral Flow

Publication: Journal of the Hydraulics Division
Volume 107, Issue 1

Abstract

Streamlines bend after they enter a nonuniform, sloping soil. On penetrating to a more permeable soil layer they bend downstream. This can occur in unsaturated soil above a sloping water table or in a layer in which water accumulates because of the presence of less permeable underlying layer. We considered the general case of a nonuniform soil with rotational symmetry at an angle to the vertical, i.e., a sloping soil. General proof is provided that the soil generally behaves as a anisotropic medium so that infiltration also invloves a horizontal net flow component. This net flow component is proportional to the slope, the vertical flow, and the coefficient of anisotropy. The existence of such a mechanism can account for the concentration of water in concave spots, possible seepage, and runoff and erosion phenomena at low rates of rainfall. It can also explain how a previous rainfall leads to earlier onset of runoff during the next rain, etc.

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Published In

Journal of the Hydraulics Division
Volume 107Issue 1January 1981
Pages: 37 - 52

History

Published in print: Jan 1981
Published online: Feb 3, 2021

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Dan Zaslavsky
Prof. of Soil and Water Engrg., Faculty of Agricultural Engrg., Soils and Fertilizers Div., Technion-Israel Inst. of Tech., Technion City, Haifa, 32000, Israel
Gideon Sinai
Lect., Faculty of Agricultural Engrg., Soils and Fertilizers Div., Technion-Israel Inst. of Tech., Technion City, Haifa, 32000, Israel

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