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HYDRAULIC PARTICULARS OF 7th BRANCH CANAL SLNO PARTICULARS 1 DISCHARGE (REQUIRED) 2 DISCHARGE (DESIGNED) 3 BED WIDTH 4 FULL SUPPLY DEPTH (F.S.D) 5 FREE BOARD 6 VELOCITY 7 SIDE SLOPES 8 SURFACE FALL 9 COEFFICIENT OF RUGOSITY (N) 10 LOSS OF HEAD P.S.C 11 BED LEVEL 12 FULL SUPPLY LEVEL 13 T.B.L. PARTICULARS OF DRAIN 1 CATCHMENT AREA 2 DISCHARGE 3 SILL LEVEL TO PIPE COLVERT AXISTING 100 MTS AWAY FROM THE CROSSING CONSTRUCTION OF SUPER PASSAGE AT OF 7th BRANCH CANAL OF K.P C

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HYDRAULIC PARTICULARS OF 7th BRANCH CANAL

SLNO PARTICULARS VALUES

1 DISCHARGE (REQUIRED) 23.231 CUMECS2 DISCHARGE (DESIGNED) 25.644 CUMECS3 BED WIDTH 12.00 M4 FULL SUPPLY DEPTH (F.S.D) 2.25 M5 FREE BOARD 1.00 M6 VELOCITY 0.741 M/SEC7 SIDE SLOPES 1.5:18 SURFACE FALL 1 IN 60009 COEFFICIENT OF RUGOSITY (N) 0.025

10 LOSS OF HEAD P.S.C 0.0111 BED LEVEL 40.992/40.98212 FULL SUPPLY LEVEL 43.242/43.23213 T.B.L. 44.242/44.232

PARTICULARS OF DRAIN

1 CATCHMENT AREA 0.295 SQ.KMS2 DISCHARGE 7 CUMECS3 SILL LEVEL TO PIPE COLVERT

AXISTING 100 MTS AWAY FROM THECROSSING 43.84

CONSTRUCTION OF SUPER PASSAGE AT K.M. 8.778 OF 7th BRANCH CANAL OF K.P CANAL