The flow net constructed for a dam is shown in the figure below. Taking coefficient of permeability as 3.8×10−6 m/s, the quantity of flow (in cm3/sec) under the dam per m is
Q=KHNfNd
Nd=10
Nf=3
H = 6.3 m
K=3.8×10−6m/s
Q=3.8×10−6ms×6.3m×310
=7.182×10−6m3/sm
=7.182×10−6×106cm3/sm
Q=7.182cm3/sm