A weir on a permeable foundation with a downstream sheet pile is shown in the figure below. The exit gradient as per Khosla's method is
Where, λ=12[1+√1+α2]
and α=bd
Here, B = 10 m
depth of sheet pile,
d = 4m
Head loss, H = 5m
α=104=2.5
λ=12[1+√1+2.52]=1.846
GE=Hd.1π√λ
=541π√1.846=0.293=13.41