ENTRY OF FLOW MEASUREMENT DATA

HYDROLOGY PROJECTTechnical Assistance

ENTRY OF FLOW MEASUREMENT DATA

• FLOW & ASSOCIATED LEVEL MEASUREMENT– STAGE-DISCHARGE RELATIOSHIP

– DISCHARGE BY VELOCITY-AREA METHOD* FLOATS

* SLOPE-AREA METHOD

– PRIMARY MODULE (SWDES) PROVIDES DATA ENTRY FORMS DEDICATED TO SUCH REQUIREMENT

* DETAILED FLOW MEASUREMENTS

* SUMMARY STAGE-DISCHARGE• HISTORICAL OBSERVATIONS

• CROSS-SECTION PROFILE DATA

OHS - 1


Stage-Discharge Relationship

Discharge (cumecs)5,5005,0004,5004,0003,5003,0002,5002,0001,5001,000500

Wat

er L

evel

(m+m

.s.l)

517

516

515

514

513

512

511

510

509

508

OHS - 2


CROSS SECTION AT PARAGAON - CGL (1997 - 98)

506

508

510

512

514

516

518

520

522

-50 0 50 100 150 200 250 300

Reduced Distance (m)

Bed

Lev

el w

.r.t

m.s

.l (m

)

R L of 0 = 506.750

HFL = 517.45 m

R L of 0 = 508.220

AWLR

OHS - 3


CROSS SECTION AT SRINIVASA AGRAHARAM - CGL (1993 - 94)

96

97

98

99

100

101

102

0 10 20 30 40 50 60 70 80


Be

d L

ev

el (

m)

HFL = 99.80 m

0 - 1.5 m Gauge

1.5 - 3.0 m Gauge

3.0 - 4.5 m Gauge

Catchment Area 420 Sq.Km.Zero of Gauge = 97.00 m

Established 1973

OHS - 4


CROSS SECTION AT RAKSHEWADI - CGL (1996 - 97)

520

525

530

535

540

545

0 50 100 150 200 250 300 350 400 450


Bed

Lev

el w

.r.t

m.s

.l (m

)

HFL = 534.695 m

R L of 0 OF AWLR = 524.030

AWLR

R L of 0 = 509.000

OHS - 5


VELOCITY DISTRIBUTION IN RIVER CROSS SECTION

1.2 m/s

1.0 m/s

0.8 m/s

0.6 m/s

OHS - 6


FLOW MEASUREMENT - AREA VELOCITY METHOD

b2b3

b4b5

b6b7

b8b18

b19

D4, V4

b1

b17

OHS - 7



b2b3

b4b5

b6b7

b8b18

b19

b1

b17

SEGMENT

SECTIONS



COMPARTMENT 1 COMPARTMENT 2

HYDROLOGY PROJECTTechnical AssistanceOHS - 8



DATA ENTRY FORMS

• DEDICATED DATA ENTRY FORMS– GENERAL & GAUGE INFORMATION

– CURRENT METERING OBSERVATIONS

– FLOAT OBSERVATIONS

– SLOPE OBSERVATIONS

– SUMMARY STAGE-DISCHARGE DATA

OHS - 10






Water depth



Airline Correction

Wetline Correction


Airline depth

Reading = 3. 5 m


Reset counterReading = 0. 0 m


Reading = 4. 2 m

Water depth


Reading = 3.5 mReset the counterReading = 0.0 m

Observed depth =4.35 m =4.2+0.15 mTotal correction = 0.15m



Airline correction = Airline depth (Sec - 1)

and

Wetline correction = Wetline depth * ( /100)= (Observed water depth - Airline

correction) * ( /100)

Vertical Angle Correction(%)

VerticalAngle

Correction(%)

4o (0.07 rad) 0.06 18o (0.31 rad) 1.646o (0.10 rad) 0.16 20o (0.35 rad) 2.048o (0.14 rad) 0.32 22o (0.38 rad) 2.48

10 o (0.17 rad) 0.50 24o (0.42 rad) 2.9612 o (0.21 rad) 0.72 26o (0.45 rad) 3.5014o (0.24 rad) 0.98 28o (0.49 rad) 4.0816o (0.28 rad) 1.28 30o (0.52 rad) 4.72

OHS - 15


OBLIQUE FLOW

OHS - 21


Current Meter Rating

0

1

2

3

4

5

0 1 2 3 4 5 6

Rate of Revolution (rev./sec.)

Vel

ocity

(m

/sec

.)

Max. Velocity = 4.0 m/s

Min. Velocity = 0.1 m/s

Lim

it 1

= 1.

5 re

v./s

ec.

Lim

it 2

= 3.

72 r

ev./s

ec. V = A + B X

1: V = 0.0885 + 0.6820 X L1 = 1.5 m/s2: V = 0.0485 + 0.7420 X L2 = 3.72 m/s3: V = 0.0001 + 0.7688 X1

2

3

OHS - 22


30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 6420 0.543 0.512 0.485 0.461 0.439 0.420 0.402 0.386 0.371 0.358 0.345 0.334 0.323 0.314 0.304 0.296 0.288 0.28022 0.593 0.559 0.529 0.502 0.478 0.457 0.437 0.420 0.403 0.389 0.375 0.362 0.351 0.340 0.330 0.321 0.312 0.30424 0.642 0.605 0.572 0.543 0.517 0.494 0.473 0.453 0.436 0.420 0.405 0.391 0.378 0.367 0.356 0.345 0.336 0.32726 0.692 0.651 0.616 0.584 0.556 0.531 0.508 0.487 0.468 0.450 0.434 0.420 0.406 0.393 0.381 0.370 0.360 0.35028 0.741 0.698 0.660 0.626 0.595 0.568 0.543 0.521 0.500 0.481 0.464 0.448 0.433 0.420 0.407 0.395 0.384 0.37330 0.791 0.744 0.703 0.667 0.634 0.605 0.579 0.554 0.532 0.512 0.494 0.477 0.461 0.446 0.432 0.420 0.408 0.39632 0.840 0.791 0.747 0.708 0.673 0.642 0.614 0.588 0.565 0.543 0.523 0.505 0.488 0.473 0.458 0.444 0.431 0.42034 0.889 0.837 0.791 0.749 0.712 0.679 0.649 0.622 0.597 0.574 0.553 0.534 0.516 0.499 0.483 0.469 0.455 0.44336 0.939 0.883 0.834 0.791 0.751 0.716 0.685 0.656 0.629 0.605 0.583 0.562 0.543 0.526 0.509 0.494 0.479 0.46638 0.988 0.930 0.878 0.832 0.791 0.753 0.720 0.689 0.661 0.636 0.612 0.591 0.571 0.552 0.535 0.518 0.503 0.48940 1.038 0.976 0.921 0.873 0.830 0.791 0.755 0.723 0.694 0.667 0.642 0.619 0.598 0.579 0.560 0.543 0.527 0.51242 1.087 1.022 0.965 0.914 0.869 0.828 0.791 0.757 0.726 0.698 0.672 0.648 0.626 0.605 0.586 0.568 0.551 0.53544 1.137 1.069 1.009 0.955 0.908 0.865 0.826 0.791 0.758 0.729 0.701 0.676 0.653 0.632 0.611 0.593 0.575 0.55946 1.186 1.115 1.052 0.997 0.947 0.902 0.861 0.824 0.791 0.760 0.731 0.705 0.681 0.658 0.637 0.617 0.599 0.58248 1.236 1.162 1.096 1.038 0.986 0.939 0.897 0.858 0.823 0.791 0.761 0.733 0.708 0.685 0.663 0.642 0.623 0.60550 1.285 1.208 1.140 1.079 1.025 0.976 0.932 0.892 0.855 0.821 0.791 0.762 0.736 0.711 0.688 0.667 0.647 0.62852 1.335 1.254 1.183 1.120 1.064 1.013 0.967 0.925 0.887 0.852 0.820 0.791 0.763 0.738 0.714 0.692 0.671 0.65154 1.384 1.301 1.227 1.162 1.103 1.050 1.003 0.959 0.920 0.883 0.850 0.819 0.791 0.764 0.739 0.716 0.695 0.67556 1.434 1.347 1.271 1.203 1.142 1.087 1.038 0.993 0.952 0.914 0.880 0.848 0.818 0.791 0.765 0.741 0.719 0.69858 1.483 1.393 1.314 1.244 1.181 1.124 1.073 1.027 0.984 0.945 0.909 0.876 0.845 0.817 0.791 0.766 0.743 0.72160 1.533 1.440 1.358 1.285 1.220 1.162 1.109 1.060 1.016 0.976 0.939 0.905 0.873 0.844 0.816 0.791 0.767 0.74462 1.582 1.486 1.402 1.326 1.259 1.199 1.144 1.094 1.049 1.007 0.969 0.933 0.900 0.870 0.842 0.815 0.791 0.76764 1.631 1.533 1.445 1.368 1.298 1.236 1.179 1.128 1.081 1.038 0.998 0.962 0.928 0.897 0.867 0.840 0.814 0.79166 1.681 1.579 1.489 1.409 1.337 1.273 1.215 1.162 1.113 1.069 1.028 0.990 0.955 0.923 0.893 0.865 0.838 0.81468 1.730 1.625 1.533 1.450 1.376 1.310 1.250 1.195 1.145 1.100 1.058 1.019 0.983 0.950 0.918 0.889 0.862 0.83770 1.780 1.672 1.576 1.491 1.415 1.347 1.285 1.229 1.178 1.131 1.087 1.047 1.010 0.976 0.944 0.914 0.886 0.86072 1.829 1.718 1.620 1.533 1.454 1.384 1.321 1.263 1.210 1.162 1.117 1.076 1.038 1.003 0.970 0.939 0.910 0.88374 1.879 1.764 1.663 1.574 1.493 1.421 1.356 1.296 1.242 1.192 1.147 1.104 1.065 1.029 0.995 0.964 0.934 0.90676 1.928 1.811 1.707 1.615 1.533 1.458 1.391 1.330 1.274 1.223 1.176 1.133 1.093 1.056 1.021 0.988 0.958 0.93078 1.978 1.857 1.751 1.656 1.572 1.495 1.427 1.364 1.307 1.254 1.206 1.162 1.120 1.082 1.046 1.013 0.982 0.953

Rating Table for Velocity in m/sTime in secondsNo. of

Rev.

OHS - 23


MEAN VELOCITY PROFILE

OHS - 24


SEGMENTAL FLOWS

OHS - 25



FLOAT OBSERVATIONS

OHS - 27


FLOW ESTIMATE BY SLOPE-AREA METHOD

• HIGH STAGES WHEN VELOCITIES ARE DIFFICULT TO MEASURE– ESTIMATE CAN BE BASED ON SLOPE-AREA

METHOD* SLOPE OF WATER SURFACE PROFILE IS OBSERVED

* MANNING’S EQUATION USED TO GET DISCHARGES

OHS - 28





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ENTRY OF FLOW MEASUREMENT DATA

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