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Domain variations in channel seepage flow
General method to calculate seepage discharge from channel of complex shape is based on use of Hedmaard's formula for variation of Green's function when shape of region for which Green's function is known has changed; method is applied to calculate seepage from channels that may be considered almost trapezoidal or triangular; simple geometrical construction yields equivalent channel from which same quantity of water is lost; graphs of seepage discharge in dimensionless form are given for trapezoidal triangular channels.
Domain variations in channel seepage flow
General method to calculate seepage discharge from channel of complex shape is based on use of Hedmaard's formula for variation of Green's function when shape of region for which Green's function is known has changed; method is applied to calculate seepage from channels that may be considered almost trapezoidal or triangular; simple geometrical construction yields equivalent channel from which same quantity of water is lost; graphs of seepage discharge in dimensionless form are given for trapezoidal triangular channels.
Domain variations in channel seepage flow
ASCE -- Proc (J Hydraulics Div)
Morel-Sey-Toux, H.J. (author)
1964
25 pages
Article (Journal)
English
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