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author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
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committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3785/CH6/EX6.5/Ex6_5.sce | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3785/CH6/EX6.5/Ex6_5.sce')
-rw-r--r-- | 3785/CH6/EX6.5/Ex6_5.sce | 13 |
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diff --git a/3785/CH6/EX6.5/Ex6_5.sce b/3785/CH6/EX6.5/Ex6_5.sce new file mode 100644 index 000000000..91d1add8d --- /dev/null +++ b/3785/CH6/EX6.5/Ex6_5.sce @@ -0,0 +1,13 @@ +// Example 6_5
+clc;funcprot(0);
+// Given data
+W=1.0;// Width of concrete slabs in m
+L=0.1;// Depth in m
+h=1.0;// Width of a crack in mm
+mu=1.13*10^-3;// Pa s
+rho=1*10^3;// The density of water in kg/m^3
+g=9.807;// The acceleration due to gravity in m/s^2
+
+// Calculation
+Q=(rho*g*(h*10^-3)^3*W)/(12*mu);// m^3/s (or) l/s
+printf("\nThe volume flow rate of rainwater through the crack,Q=%1.3e m^3/s (or) %0.4f l/s",Q,Q*1000);
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