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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 /2087/CH3/EX3.11 | |
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initial commit / add all books
Diffstat (limited to '2087/CH3/EX3.11')
| -rwxr-xr-x | 2087/CH3/EX3.11/example3_11.sce | 23 |
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diff --git a/2087/CH3/EX3.11/example3_11.sce b/2087/CH3/EX3.11/example3_11.sce new file mode 100755 index 000000000..a7e191825 --- /dev/null +++ b/2087/CH3/EX3.11/example3_11.sce @@ -0,0 +1,23 @@ +
+
+//example 3.11
+//calculate Dischage required at head of canal
+clc;
+//Given
+Cr=2; //crop ratio
+A=80000; //Area of field
+CI=85; //percent field culturable irrigable
+IK=30; //irrigation intensity during kharif season
+IR=60; //irrigation intensity for rabi season
+DuK=800; //Duty of water for kharif season
+DuR=1700; //Duty of water for rabi season
+
+CIA=A*CI/100; //Culturable irrigable area
+AK=CIA*IK/100; //Area under kharif season
+AR=CIA*IR/100; //Area under rabi season
+DK=AK/DuK;
+DR=AR/DuR;
+mprintf("Dischage required at head of canal during Kharif season=%f cumecs.",DK);
+mprintf("\nDischage required at head of canal during Rabi season=%f cumecs.",DR);
+mprintf("\nWater requirement during kharif is greater than during rabi season");
+mprintf("\nHence,canal should be designed to carry discharge of %f cumecs.",DK);
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