|
KARANJWAN PROJECT
 |
|||||||
VI |
Area |
IX |
R.B.C. |
||||
1 |
GCA |
2997 |
Ha. |
1 |
Length |
-- |
K.m. |
2 |
CCA |
2742 |
Ha. |
2 |
B.W. |
-- |
M. |
3 |
ICA |
1574 |
Ha. |
3 |
F.S.D. |
-- |
M. |
4 |
Crop Area |
1574 |
Ha. |
4 |
F.B. |
-- |
M. |
VII |
Water Level |
5 |
Discharge at head |
-- |
Cumecs |
||
1 |
TBL |
655.00 |
M. |
6 |
Bed Slope |
-- |
-- |
2 |
MWL |
652.57 |
M. |
X |
L.B.C. |
||
3 |
FRL |
651.66 |
M. |
1 |
Length |
17.00 |
K.m. |
4 |
Crest Level |
643.66 |
M. |
2 |
B.W. |
3.10 |
M. |
5 |
MDDL |
632.47 |
M. |
3 |
F.S.D. |
0.70 |
M. |
6 |
Outlet Sill Level |
646.66 |
M. |
4 |
F.B. |
0.45 |
M. |
7 |
River Bed Level |
615.69 |
M. |
5 |
Discharge at head |
3.70 |
Cumecs |
VIII |
Design Flood Discharge |
2724 |
Cumecs |
6 |
Bed Slope |
. | . |