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| author | priyanka | 2015-06-24 15:03:17 +0530 |
|---|---|---|
| committer | priyanka | 2015-06-24 15:03:17 +0530 |
| commit | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (patch) | |
| tree | ab291cffc65280e58ac82470ba63fbcca7805165 /2132/CH7/EX7.16 | |
| download | Scilab-TBC-Uploads-b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b.tar.gz Scilab-TBC-Uploads-b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b.tar.bz2 Scilab-TBC-Uploads-b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b.zip | |
initial commit / add all books
Diffstat (limited to '2132/CH7/EX7.16')
| -rwxr-xr-x | 2132/CH7/EX7.16/Example7_16.sce | 16 |
1 files changed, 16 insertions, 0 deletions
diff --git a/2132/CH7/EX7.16/Example7_16.sce b/2132/CH7/EX7.16/Example7_16.sce new file mode 100755 index 000000000..9a9c98142 --- /dev/null +++ b/2132/CH7/EX7.16/Example7_16.sce @@ -0,0 +1,16 @@ +////Example 7.16
+clc;
+clear;
+close;
+format('v',6);
+//Given data :
+g=9.81;//gravity constant
+D=150/1000;//meter
+l=70;//meter
+H=2.6;//meter(head of water)
+f=0.01;//coeff. of friction
+//Applyong Bernoullis theorem
+v=sqrt(H*(2/g*(1+0.5+4*f*l/D))/4);//m/s
+Q=%pi*D^2/4*v;//m^3/sec
+Q=Q*1000;//litres/sec
+disp(Q,"Discharge through the pipe(litres/sec)");
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