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Horizontal seepage through unconfined aquifers with hydraulic conductivity varying with depth
General equation is derived to describe seepage through unconfined aquifers when soil hydraulic conductivity varies with depth but is uniform in any horizontal plane; particular cases of seepage through dams with vertical banks extending to impermeable floor and drainage of incident rainfall to ditches.
Horizontal seepage through unconfined aquifers with hydraulic conductivity varying with depth
General equation is derived to describe seepage through unconfined aquifers when soil hydraulic conductivity varies with depth but is uniform in any horizontal plane; particular cases of seepage through dams with vertical banks extending to impermeable floor and drainage of incident rainfall to ditches.
Horizontal seepage through unconfined aquifers with hydraulic conductivity varying with depth
J Hydrology
Youngs, E.G. (author)
1965
14 pages
Article (Journal)
English
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