Timber
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Anyone familiar with analysis and/or governing equation for seepage:
q = K (x) H (x) [Nf/Nd]
Q = q (x) width of earth berm weir
Where; Q = Seepage
K = Hydraulic Conductivity
H = Head Difference
Nf = Number of flow paths
Nd = Number of equipotential line pressure drops
q = K (x) H (x) [Nf/Nd]
Q = q (x) width of earth berm weir
Where; Q = Seepage
K = Hydraulic Conductivity
H = Head Difference
Nf = Number of flow paths
Nd = Number of equipotential line pressure drops
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