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-rw-r--r--629/CH13/EX13.7/ex13_7.txt3
-rw-r--r--629/CH13/EX13.7/example13_7.sce12
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diff --git a/629/CH13/EX13.7/ex13_7.txt b/629/CH13/EX13.7/ex13_7.txt
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+
+The discharge of water over the weir = 0.23 m^3/s.
+ \ No newline at end of file
diff --git a/629/CH13/EX13.7/example13_7.sce b/629/CH13/EX13.7/example13_7.sce
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+clear
+clc
+//Example 13.7 FLOW RATE FOR A RECTANGULAR WEIR
+H=0.21; //head on weir[m]
+P=0.6; //height of weir[m]
+L=1.3; //width[m]
+g=9.81; //acceleration due to gravity[m/s^2]
+//Flow coefficient
+K=0.4+0.05*(H/P)
+//Discharge
+Q=K*L*sqrt(2*g*H^3) //[m^3/s]
+printf("\nThe discharge of water over the weir = %.2f m^3/s.\n",Q) \ No newline at end of file