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author | priyanka | 2015-06-24 15:03:17 +0530 |
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committer | priyanka | 2015-06-24 15:03:17 +0530 |
commit | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (patch) | |
tree | ab291cffc65280e58ac82470ba63fbcca7805165 /2087/CH14/EX14.25/example14_25.sce | |
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-rwxr-xr-x | 2087/CH14/EX14.25/example14_25.sce | 21 |
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diff --git a/2087/CH14/EX14.25/example14_25.sce b/2087/CH14/EX14.25/example14_25.sce new file mode 100755 index 000000000..d3ebf789b --- /dev/null +++ b/2087/CH14/EX14.25/example14_25.sce @@ -0,0 +1,21 @@ +
+
+//example 14.25
+//calculate bed load transported by the channel in tonnes per day
+clc;funcprot(0);
+//given
+S=1/5000; //bed slope
+B=40; //width of channel
+D=2.6; //depth of channel
+d=0.38; //mean diameter of bed material
+n=0.021; //Manning n
+D65=0.64D-3; //bed material size(m)
+w=1000; //density of water
+//B/D as large tau_c=0.075*d;
+tau_c=0.075*d;
+tau_b=w*D*S;
+N1=(D65)^(1/6)/24;
+r=N1/n;
+qs=4700*24*(tau_b*r^1.5-tau_c)^1.5/1000;
+qs40=qs*40;
+mprintf("bed load transported by the channel =%i t/m/day.",qs40);
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