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+clc
+//initialisation of variables
+w=40//ft
+k=2*10^-3//cm/sec
+p=3.28*10^-3//cfs
+h=6.47*10^5//gpd
+p1=0.433//ft
+m=9//ft
+delh=w/(18*9)//in
+k1=4.94*10^-4//cm/sec
+//CALCULATIONS
+Q=k*p*w*(9/18)//cfs
+Q1=Q*h//gpd/ft width
+P=(1-8/18)*w*p1//Psig
+H=k1/k//in
+//RESULTS
+printf('the seepage through each foot width of the foundation=% f gpd/ft/ width',Q1)
+printf('the excess hydrostatic pressure on the upstream side of the bottom of the sheet pilling=% f Psig',P)
+printf('the maximum hydraulic gradient and its relations to the coeeficent=% f in',H)