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-rw-r--r--629/CH6/EX6.12/ex6_12.txt3
-rw-r--r--629/CH6/EX6.12/example6_12.sce16
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diff --git a/629/CH6/EX6.12/ex6_12.txt b/629/CH6/EX6.12/ex6_12.txt
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+
+ The maximum pressure that develops at the downstream end = 303 psig.
+ \ No newline at end of file
diff --git a/629/CH6/EX6.12/example6_12.sce b/629/CH6/EX6.12/example6_12.sce
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+clear
+clc
+//Example 6.12 PRESSURE RISE DUE TO WATER HAMMER EFFECT
+rho=1.94; //[slugs/ft^3]
+Ev=3.2*10^5; //[lbf/in^2]
+V=4; //[ft/s]
+//Sound speed
+c=sqrt(Ev*144/rho) //[ft/s]
+L=3000; //[ft]
+tc=2*L/c //[s]
+//Closure time of 1sec is less than tc
+//Pressure rise
+delp=rho*V*c/144 //[psi]
+pi=40; //initial pressure[psi]
+pmax=pi+delp //[psi]
+printf("\n The maximum pressure that develops at the downstream end = %.f psig.\n",pmax) \ No newline at end of file