approved hps statement by c d o
DESCRIPTION
hps statementTRANSCRIPT
REACH IN KM HYDRAULIC PARTICULARS BED LEVEL LOSS OF HEAD
REMARKS
FROM KM
1 133.800 134.920 1120 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.525 26.469 30.725 30.669 31.725 31.669 0.056 0.007 0.063 SP - 1 AT KM 134.920
2 134.920 135.543 623 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.462 26.431 30.662 30.631 31.662 31.631 0.031 0.007 0.038 SLB - 1 AT KM 135.543
3 135.543 136.988 1445 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.424 26.352 30.624 30.552 31.624 31.552 0.072 0.007 0.079 SP - 2 AT KM 136.988
4 136.988 137.315 327 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.345 26.328 30.545 30.528 31.545 31.528 0.016 0.000 0.016 UT - 1 AT KM 137.315
5 137.315 138.650 1335 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.328 26.261 30.528 30.461 31.528 31.461 0.067 0.005 0.072 TROUGH AQUEDUCT- 1 KM 138.650
6 138.650 140.380 1730 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.257 26.170 30.457 30.370 31.457 31.370 0.086 0.007 0.093 SLB - 2 AT KM 140.380
7 140.380 140.940 560 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.163 26.135 30.363 30.335 31.363 31.335 0.028 0.000 0.028 OT - 1 AT KM 140.940
8 140.940 141.150 210 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.135 26.124 30.335 30.324 31.335 31.324 0.010 0.005 0.015 TROUGH AQUEDUCT- 2 KM 141.150
9 141.150 141.600 450 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.120 26.097 30.319 30.297 31.319 31.297 0.023 0.007 0.030 DLB - 1 AT KM 141.600
10 141.600 142.480 880 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.090 26.046 30.290 30.246 31.290 31.246 0.044 0.000 0.044 UT - 2 AT KM 142.480
11 142.480 142.682 202 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.046 26.036 30.246 30.236 31.246 31.236 0.010 0.000 0.010 OT - 2 AT KM 142.682
12 142.682 143.250 568 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.036 26.007 30.236 30.207 31.236 31.207 0.028 0.007 0.035
13 143.250 144.340 1090 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 26.000 25.946 30.200 30.146 31.200 31.146 0.055 0.000 0.055 UT - 3 AT KM 144.340
14 144.340 144.850 510 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 25.946 25.920 30.146 30.120 31.146 31.120 0.025 0.007 0.032 SLB - 4 CUM CISTERN AT KM 144.850
15 144.850 146.020 1170 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 25.913 25.855 30.113 30.055 31.113 31.055 0.059 0.000 0.059 OT - 3 AT KM 146.020
16 146.020 146.212 192 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 25.855 25.845 30.055 30.045 31.055 31.045 0.010 0.007 0.017 SP - 3 AT KM 146.212
17 146.212 147.035 823 334.093 77.250 4.20 1 1/2 : 1 0.956 335.570 0.018 25.838 25.797 30.038 29.997 31.038 30.997 0.041 0.071 0.112
18 147.035 147.748 713 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.726 25.691 29.926 29.891 30.926 30.891 0.036 0.000 0.036 UT - 4 AT KM 147.748
19 147.748 148.847 1099 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.691 25.636 29.891 29.836 30.891 30.836 0.055 0.007 0.062 SP - 4 AT KM 148.847
20 148.847 149.902 1055 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.629 25.576 29.829 29.776 30.829 30.776 0.053 0.000 0.053 UT - 5 AT KM 149.902
21 149.902 150.151 249 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.576 25.563 29.776 29.763 30.776 30.763 0.012 0.007 0.019 SLB - 5 AT KM 150.151
22 150.151 150.830 679 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.556 25.522 29.756 29.722 30.756 30.722 0.034 0.000 0.034 OT - 4 AT KM 150.830
23 150.830 151.300 470 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.522 25.499 29.722 29.699 30.722 30.699 0.023 0.007 0.030 SP - 5 AT KM 151.300
24 151.300 151.929 629 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.492 25.461 29.692 29.661 30.692 30.661 0.031 0.007 0.038 SP - 6 AT KM 151.929
25 151.929 152.945 1016 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.454 25.403 29.654 29.603 30.654 30.603 0.051 0.000 0.051 OT - 5 AT KM 152.945
26 152.945 153.258 313 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.403 25.387 29.603 29.587 30.603 30.587 0.016 0.007 0.023 SLB -6 AT KM 153.258
27 153.258 154.075 817 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.380 25.339 29.580 29.539 30.580 30.539 0.041 0.000 0.041 UT - 6 AT KM 154.075
28 154.075 154.570 495 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.339 25.314 29.539 29.514 30.539 30.514 0.025 0.000 0.025 OT - 6 AT KM 154.570
29 154.570 154.615 45 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.314 25.312 29.514 29.512 30.514 30.512 0.002 0.007 0.009 DLB - 2 AT KM 154.615
30 154.615 155.674 1059 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.305 25.252 29.505 29.452 30.505 30.452 0.053 0.005 0.058 PIPE AQUEDUCT AT KM 155.674
31 155.674 155.917 243 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.247 25.235 29.447 29.435 30.447 30.435 0.013 0.007 0.020 SP - 7 AT KM 155.917
32 155.917 156.175 258 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.228 25.215 29.428 29.415 30.428 30.415 0.013 0.005 0.018 PIPE AQUEDUCT AT KM 156.175
33 156.175 869 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.210 25.167 29.410 29.367 30.410 30.367 0.044 0.007 0.051 SP CUM SLB AT KM 156.500 + 0.544
34 834 318.943 73.750 4.20 1 1/2 : 1 0.954 320.620 0.018 25.160 25.118 29.360 29.318 30.360 30.318 0.042 0.000 0.042
CHECK ( FIRST F.S.L - LAST F.S.L) = TOTAL LOSS OF HEAD 1.204 0.203 1.407
FIRST FSL LOSS OF HEAD DUE TO BED FALL
LAST FSL LOSS OF HEAD DUE TO STRUCTURES
Y.V. RATHNAM TOTAL LOSS OF HEAD TOTAL LOSS OF HEAD
Chief Project Director
I N D I R A S A G A R P R O J E C T - R I G H T M A I N C A N A L - H Y D R A U L I C P A R T I C U L A R S F R O M K M 133.800 TO K M 156.500 + 1.378
SL NO
DISTANCE
IN MTS
FULL SUPPLY LEVEL
TOP OF BUND LEVEL
REQUIREDDISCHARG
ECUMECS
BED WIDTH
IN MTS
FSD IN
MTS
SURFACE FALL
SIDE SLOPE
S
VELOCITY
M/SEC
DISGINEDDISCHARG
ECUMECS
CO EFF. OF
RUGOISITY
AT START( M )
AT END( M )
AT START( M )
AT END( M )
AT START( M )
AT END( M )
DUE TO BED FALL
DUE TOCM &
CDSTRU
TOTAL
1 IN 200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
20000SLB - 3 CUM AQUEDUCT AT KM
143.2501 IN
200001 IN
200001 IN
200001 IN
200001 IN
20000OT CUM DLB CUM REG AT KM
147.0351 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
200001 IN
20000156.500+ 0.544
1 IN 20000
156.500+ 0.544
156.500+1.378
1 IN 20000
REACH ENDS AT KM 156.500+1.378
For Progressive Constructions Limited30.725
M1.204
M29.318
M0.203
M1.407
M1.407
M