approved hps statement by c d o

2
REACH IN KM HYDRAULIC PARTICULARS BED LEVEL TOP OF BUND LEVEL LOSS OF HEAD FROM KM TOTAL 1 133.800 134.920 1120 334.093 77.250 4.20 0.956 335.570 0.018 26.525 26.469 30.725 30.669 31.725 31.669 0.056 0.007 0.063 2 134.920 135.543 623 334.093 77.250 4.20 0.956 335.570 0.018 26.462 26.431 30.662 30.631 31.662 31.631 0.031 0.007 0.038 3 135.543 136.988 1445 334.093 77.250 4.20 0.956 335.570 0.018 26.424 26.352 30.624 30.552 31.624 31.552 0.072 0.007 0.079 4 136.988 137.315 327 334.093 77.250 4.20 0.956 335.570 0.018 26.345 26.328 30.545 30.528 31.545 31.528 0.016 0.000 0.016 5 137.315 138.650 1335 334.093 77.250 4.20 0.956 335.570 0.018 26.328 26.262 30.528 30.462 31.528 31.462 0.067 0.005 0.072 6 138.650 140.380 1730 334.093 77.250 4.20 0.956 335.570 0.018 26.257 26.170 30.457 30.370 31.457 31.370 0.086 0.007 0.093 7 140.380 140.940 560 334.093 77.250 4.20 0.956 335.570 0.018 26.163 26.135 30.363 30.335 31.363 31.335 0.028 0.000 0.028 8 140.940 141.150 210 334.093 77.250 4.20 0.956 335.570 0.018 26.135 26.125 30.335 30.325 31.335 31.325 0.010 0.005 0.015 9 141.150 141.600 450 334.093 77.250 4.20 0.956 335.570 0.018 26.120 26.097 30.320 30.297 31.320 31.297 0.023 0.007 0.030 10 141.600 142.480 880 334.093 77.250 4.20 0.956 335.570 0.018 26.090 26.046 30.290 30.246 31.290 31.246 0.044 0.000 0.044 11 142.480 142.682 202 334.093 77.250 4.20 0.956 335.570 0.018 26.046 26.036 30.246 30.236 31.246 31.236 0.010 0.000 0.010 12 142.682 143.250 568 334.093 77.250 4.20 0.956 335.570 0.018 26.036 26.008 30.236 30.208 31.236 31.208 0.028 0.007 0.035 13 143.250 144.340 1090 334.093 77.250 4.20 0.956 335.570 0.018 26.001 25.946 30.201 30.146 31.201 31.146 0.055 0.000 0.055 14 144.340 144.850 510 334.093 77.250 4.20 0.956 335.570 0.018 25.946 25.921 30.146 30.121 31.146 31.121 0.025 0.007 0.032 15 144.850 146.020 1170 334.093 77.250 4.20 0.956 335.570 0.018 25.914 25.855 30.114 30.055 31.114 31.055 0.059 0.000 0.059 16 146.020 146.212 192 334.093 77.250 4.20 0.956 335.570 0.018 25.855 25.845 30.055 30.045 31.055 31.045 0.010 0.007 0.017 17 146.212 147.035 823 334.093 77.250 4.20 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 0.954 320.620 0.018 25.726 25.691 29.926 29.891 30.926 30.891 0.036 0.000 0.036 19 147.748 148.847 1099 318.943 73.750 4.20 0.954 320.620 0.018 25.691 25.636 29.891 29.836 30.891 30.836 0.055 0.007 0.062 20 148.847 149.902 1055 318.943 73.750 4.20 0.954 320.620 0.018 25.629 25.576 29.829 29.776 30.829 30.776 0.053 0.000 0.053 21 149.902 150.151 249 318.943 73.750 4.20 0.954 320.620 0.018 25.576 25.563 29.776 29.763 30.776 30.763 0.012 0.007 0.019 22 150.151 150.830 679 318.943 73.750 4.20 0.954 320.620 0.018 25.556 25.523 29.756 29.723 30.756 30.723 0.034 0.000 0.034 23 150.830 151.300 470 318.943 73.750 4.20 0.954 320.620 0.018 25.523 25.499 29.723 29.699 30.723 30.699 0.023 0.007 0.030 24 151.300 151.929 629 318.943 73.750 4.20 0.954 320.620 0.018 25.492 25.461 29.692 29.661 30.692 30.661 0.031 0.007 0.038 25 151.929 152.945 1016 318.943 73.750 4.20 0.954 320.620 0.018 25.454 25.403 29.654 29.603 30.654 30.603 0.051 0.000 0.051 26 152.945 153.258 313 318.943 73.750 4.20 0.954 320.620 0.018 25.403 25.387 29.603 29.587 30.603 30.587 0.016 0.007 0.023 27 153.258 154.075 817 318.943 73.750 4.20 0.954 320.620 0.018 25.380 25.339 29.580 29.539 30.580 30.539 0.041 0.000 0.041 28 154.075 154.570 495 318.943 73.750 4.20 0.954 320.620 0.018 25.339 25.315 29.539 29.515 30.539 30.515 0.025 0.000 0.025 29 154.570 154.615 45 318.943 73.750 4.20 0.954 320.620 0.018 25.315 25.312 29.515 29.512 30.515 30.512 0.002 0.007 0.009 30 154.615 155.674 1059 318.943 73.750 4.20 0.954 320.620 0.018 25.305 25.252 29.505 29.452 30.505 30.452 0.053 0.005 0.058 31 155.674 155.917 243 318.943 73.750 4.20 0.954 320.620 0.018 25.247 25.235 29.447 29.435 30.447 30.435 0.013 0.007 0.020 32 155.917 156.175 258 318.943 73.750 4.20 0.954 320.620 0.018 25.228 25.215 29.428 29.415 30.428 30.415 0.013 0.005 0.018 33 156.175 869 318.943 73.750 4.20 0.954 320.620 0.018 25.210 25.167 29.410 29.367 30.410 30.367 0.044 0.007 0.051 34 834 318.943 73.750 4.20 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 30.725 M LOSS OF HEAD DUE TO BED FALL LAST FSL 29.318 M LOSS OF HEAD DUE TO STRUCTURES Y.V. RATHNAM TOTAL LOSS OF HEAD 1.407 M 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 156.500 + 1.378 SL NO DISTANCE IN MTS FULL SUPPLY LEVEL REQUIRED DISCHARGE CUMECS BED WIDTH IN MTS FSD IN MTS SURFACE FALL SIDE SLOPES VELOCITY M/SEC DISGINED DISCHARGE CUMECS 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 TO CM & CD STRU 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 1 IN 20000 1 1/2 : 1 156.500 + 0.544 1 IN 20000 1 1/2 : 1 156.500 + 0.544 156.500 +1.378 1 IN 20000 1 1/2 : 1 For Progressive Constructions Limited 1.204 M 0.203 M 1.407 M

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Page 1: Approved Hps Statement by c d o

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