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+clear
+clc
+//Example 5.3 DISCHARGE IN CHANNEL WITH NON-UNIFORM VELOCITY DISTRIBUTION
+d=2; //depth[m]
+w=5; //width[m]
+umax=3; //max velocity[m/s]
+//Discharge equation Q=integrate('u','A',0,d)
+//dA=w*dy
+Q=integrate('w*umax*sqrt(y/d)','y',0,2) //[m^3/s]
+printf("\nThe discharge in the channel = %.f m^3/s.\n",Q) \ No newline at end of file