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Steady seepage of rainfall through two-layered soil toward drains is investigated by approximate method; in zone adjacent to drain, boundary condition on free-surface is linearized; in remaining region, flow is assumed essentially horizontal; linearized solution is derived by superposition of complex potentials in semiinfinite strip; formulas for spacing of drains; procedure is illustrated by numerical application.
Steady seepage of rainfall through two-layered soil toward drains is investigated by approximate method; in zone adjacent to drain, boundary condition on free-surface is linearized; in remaining region, flow is assumed essentially horizontal; linearized solution is derived by superposition of complex potentials in semiinfinite strip; formulas for spacing of drains; procedure is illustrated by numerical application.
Steady drainage of two-layered soil
ASCE -- Proc (J Irrigation Drainage Div)
Dagan, G. (author)
1965
14 pages
Article (Journal)
English
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