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-rw-r--r--629/CH5/EX5.6/ex5_6.txt2
-rw-r--r--629/CH5/EX5.6/example5_6.sce14
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diff --git a/629/CH5/EX5.6/ex5_6.txt b/629/CH5/EX5.6/ex5_6.txt
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+
+The time elapsed for that drop in water tank = 31.9 s. \ No newline at end of file
diff --git a/629/CH5/EX5.6/example5_6.sce b/629/CH5/EX5.6/example5_6.sce
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+clear
+clc
+//Example 5.6 WATER LEVEL DROP RATE IN DRAINING TANK
+D1=0.1; //diameter of outlet[m]
+DT=1; //diameter of tank[m]
+A1=(%pi*D1^2)/4 //[m^2]
+AT=(%pi*DT^2)/4 //[m^2]
+g=9.81; //[m/s^2]
+ho=2; //[m]
+hf=0.5; //[m]
+//mi=0,mo=rho*A1*V1=rho*sqrt(2gh)*A1, mcv=mi-mo
+//continuity equation, mi=d(rho*AT*h)/dt
+t=integrate('(-AT)*(A1*(sqrt(2*g*h)))^(-1)','h',ho,hf)
+printf("\nThe time elapsed for that drop in water tank = %.1f s.\n",t) \ No newline at end of file