Q#:For the concrete Dam shown in figure, determine the total
average seepage for the given permeable strata by drawing Flow Net. The detail
dimensions are given on the figure. The head of water on upstream side is 6ft
and on downstream side is 1ft. Assume of Nf= 3, Nd= 6 and rectangular flow
elements.
Solution#
SOLUTION
For rectangular channel
n=b/L = 2/4 =0.5
seepage equation for rectangular chanel
k = 4×10-4 ft/day
q = kH (Nf / Nd) H = h1 - h2
H = 6-1 = 5
No. of potetial drop = 6
Nf = 3
No. of Flow lines
= 3
Nd = 6
H = 6 - 1 = 5'
Rate of Seepage
q = nf / nd
kh
q = 3/6×4×10-4 × 5
q = 1×10-3 ft3 /day/ft
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