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-rw-r--r--629/CH8/EX8.10/ex8_10.txt5
-rw-r--r--629/CH8/EX8.10/example8_10.sce13
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diff --git a/629/CH8/EX8.10/ex8_10.txt b/629/CH8/EX8.10/ex8_10.txt
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+
+ The velocity in the prototype = 8.4 m/s.
+
+ The water flow rate in the model = 0.89 m^3/s.
+ \ No newline at end of file
diff --git a/629/CH8/EX8.10/example8_10.sce b/629/CH8/EX8.10/example8_10.sce
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+clear
+clc
+//Example 8.10 MODELING FLOOD DISCHARGE OVER A SPILLWAY
+Lmp=1/49; //Lmp=(Lm/Lp)
+//Froude-number similitude
+//Vm/(g*Lm)=Vp/(g*Lp)
+Vm=1.2; //[m/s]
+Vp=Vm/(Lmp^(1/2))
+printf("\n The velocity in the prototype = %.1f m/s.\n",Vp)
+Amp=(Lmp)^2 //Ratio of areas, Amp=(Am/Ap)
+Qp=15000; //[m^3/s]
+Qm=Qp*Amp*Vm/Vp //[m^3/s]
+printf("\n The water flow rate in the model = %.2f m^3/s.\n",Qm) \ No newline at end of file