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| author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
| commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
| tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /629/CH10/EX10.3/example10_3.sce | |
| parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '629/CH10/EX10.3/example10_3.sce')
| -rw-r--r-- | 629/CH10/EX10.3/example10_3.sce | 20 |
1 files changed, 20 insertions, 0 deletions
diff --git a/629/CH10/EX10.3/example10_3.sce b/629/CH10/EX10.3/example10_3.sce new file mode 100644 index 000000000..ca97b526f --- /dev/null +++ b/629/CH10/EX10.3/example10_3.sce @@ -0,0 +1,20 @@ +clear
+clc
+//Example 10.3 HEAD LOSS IN A PIPE (CASE 1)
+g=9.81; //[m/s^2]
+L=1000; //[m]
+D=0.20; //diameter[m]
+A=%pi*D^2/4 //area[m^2]
+Q=0.05 ;//[m^3/s]
+v=10^-6; //[m^2/s]
+V=Q/A //[m/s]
+//Reynolds number
+Re=V*D/v
+ks=0.12*10^-3; //[m]
+//Relative roughness
+Rr=ks/D
+//From Moody diagram for Re and Rr,
+f=0.019;
+//Darcy-Weisbach equation
+hf=f*(L/D)*(V^2/(2*g)) //[m]
+printf("\nThe head loss per kilometer length of the pipe = %.1f m.\n",hf)
\ No newline at end of file |