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Seepage from ditches -- Solution by finite differences
Solutions to steady-state free surface seepage problems from canals of trapezoidal, triangular and rectangular cross sections through homogeneous isotropic and anisotropic porous media to drained layers at finite depths are obtained by methods of finite differences; first method combines solutions for y and x from plane of velocity potential and stream function with solution of stream function from physical plane in cyclic manner; second method uses complex arithmetic to obtain solution entirely in plane of velocity potential and stream function; relationship between seepage quantity and dimensions of canal and distance to drained layer is developed.
Seepage from ditches -- Solution by finite differences
Solutions to steady-state free surface seepage problems from canals of trapezoidal, triangular and rectangular cross sections through homogeneous isotropic and anisotropic porous media to drained layers at finite depths are obtained by methods of finite differences; first method combines solutions for y and x from plane of velocity potential and stream function with solution of stream function from physical plane in cyclic manner; second method uses complex arithmetic to obtain solution entirely in plane of velocity potential and stream function; relationship between seepage quantity and dimensions of canal and distance to drained layer is developed.
Seepage from ditches -- Solution by finite differences
ASCE -- Proc (J Hydraulics Div)
Jeppson, R.W. (Autor:in)
1968
25 pages
Aufsatz (Zeitschrift)
Englisch
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