Discharge stage relationship

1. Discharge-stage relationship (Rating curve):
HWRE-3122
Mengistu .Z (MSc in Hydraulic Engineering )
Lecturer @ Hydraulic and Water Resources Engineering
department
Mizan Tepi university
Email: mengistu.zantet@gmail.com
mengistuzantet@mtu.edu.et
P.O.Box: 260
Tepi, Ethiopia
20-Dec-22 1

2. 1) Techniques of Discharge-stage relationship ( rating curve )
A) permanent control Method
B) shifted control Method
2) Techniques of extending the rating curve
a) conveyance method
b) logarithmic – plot method
3) Hydrometry stations, .
2

3. General
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Measurement of discharge by the direct method
involves a two step procedure;
The first step is development of the stage-discharge (G
– Q) relationship. Once the stage-discharge (G – Q)
relationship is established, the subsequent procedure
consists of measuring the stage (G) and reading the
discharge (Q) from the (G – Q) relationship.

4. Cont.…
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lecturer@ Hydraulic and water
resources Engineering Department 4
This second part is a Routine operation.
Thus the aim of all current-meter and other direct-
discharge measurements is to prepare a stage-discharge
relationship for the given channel gauging section.
The stage-discharge relationship is also known as the
rating curve

5. cont..
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resources Engineering Department 5
The combined effect of these parameters is termed
control.
If the (G– Q) relationship for a gauging section is
constant and does not change with time, the control is
said to be permanent (G– Q) relationship.
If it changes with time, it is called shifting control (G– Q)
relationship.

6. A) Permanent Control
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lecturer@ Hydraulic and water
resources Engineering Department 6
A majority of streams and rivers, especially no alluvial
rivers exhibit permanent control.
For such a case, the relationship between the stage and
the discharge is a single-valued relation which is
expressed as

7. cont.…
Where Q = stream discharge, G = gauge height (stage), a = a
constant which represent the gauge reading corresponding to zero
discharge, Cr and ß are rating curve constants.
This relationship can be expressed graphically by plotting
the observed relative stage (G – a) against the
corresponding discharge values in an arithmetic or
logarithmic plot
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8. Cont..
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9. Cont.…
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lecturer@ Hydraulic and water
resources Engineering Department 9
The best values of Cr and ß are obtained by the least-square-error method.

10. Cont..
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 For a perfect correlation r = 1.0.
 If r is between 0.6 and 1.0 it is generally taken as a good
correlation.
 It should be noted that in the present case, as the discharge
Q increases with (G – a) the variables Y and X are
positively correlated and hence r is positive

11. Example #1
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Following are the data of gauge and discharge collected at a particular section
of the river by stream gauging operation.

12. Elaborate and
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resources Engineering Department 12
(a) Develop a gauge-discharge relationship for this stream at this section
for use in estimating the discharge for a known gauge reading.
(b) What is the coefficient of correlation of the derived relationship? Use
a value of a = 7.50 m for the gauge reading corresponding to zero
discharge.
(c) Estimate the discharge corresponding to a gauge reading of 10.5 m
at this gauging section.

13. Solution
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14. Cont.…
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lecturer@ Hydraulic and water
resources Engineering Department 14

15. b) Coefficient of correlation
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c) when G = 10.05: as a = 7.5 m , G = 275.52 (10.05 – 7.50)1.456 = 1076 m3/s

16. 20-Dec-22
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resources Engineering Department 16

17. B) Shifting Control
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resources Engineering Department 17
The control that exists at a gauging section giving rise to a unique stage-
discharge relationship can change due to:
(i) changing characteristics caused by weed growth
(ii) dredging or channel encroachment
(iii) aggradation or degradation phenomenon in an alluvial channel
(iv) variable backwater effects affecting the gauging section and
(v) unsteady flow effects of a rapidly changing stage

18. Shifting controls due to causes variable backwater effects affecting the
gauging section.
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resources Engineering Department 18
1) If the shifting control is due to variable backwater curves, the same stage
will indicate different discharges depending upon the backwater effect.
To remedy this situation another gauge, called the secondary gauge or
auxiliary gauge is installed some distance downstream of the gauging
section and readings of both gauges are taken.
2) The difference between the main gauge and the secondary gauge gives the
fall (F) of the water surface in the reach.
3) Now, for a given main-stage reading, the discharge under variable
backwater condition is a function of the fall F, i.e. Q = f(G, F)

19. 20-Dec-22
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lecturer@ Hydraulic and water
resources Engineering Department 19

20. Example #2
An auxiliary gauge was used downstream of a main gauge in a
river to provide corrections to the gauge-discharge relationship
due to backwater effects. The following data were noted at a
certain main gauge reading
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resources Engineering Department 20

21. Solution
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resources Engineering Department 21
Fall (F) = main gauge reading – auxiliary gauge reading.
 When F1 = (86.00 – 85.50) = 0.50 m Q1 = 275 m3/s
 F2= (86.00 – 84.80) = 1.20 m , Q2 = 600 m3/s
 By Equation Q = Q2 (F/F2) m OR (275/600) = (0.50/1.20)m
 Hence solving m = 0.891
 When the auxiliary gauge reads 85.30 m, at a main gauge reading of
86.00 m, Fall F = (86.00 – 85.30) = 0.70 m and
Q = Q2 (F/F2) = 600 (0.70/1.20)0.891 = 371 m3/s

22. Exercise
The following data were obtained by stream gauging of a river:
Main gauge staff reading (m) 12.00 12.00
Auxiliary gauge staff reading (m) 11.65 11.02
Discharge (cumec) 9.50 15.20
what should be the discharge when the main gauge reads
12 m and the auxiliary gauge reads 11.37 m?
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23. 2) Extrapolation of Rating Curve
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resources Engineering Department 23
Most hydrological designs consider extreme flood flows
Example, in the design of hydraulic structures, such as
barrages, dams and bridges one needs maximum flood
discharges as well as maximum flood levels.
Before attempting extrapolation, it is necessary to
examine the site and collect relevant data on changes in
the river cross-section due to flood plains, roughness
and backwater effects.

24. Cont..
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lecturer@ Hydraulic and water
resources Engineering Department 24
The reliability of the extrapolated value depends on the
stability of the gauging section.
Extrapolation of the rating curve in an alluvial river
subjected to aggradation and degradation is unreliable and
the results should always be confirmed by alternate
methods

25. Techniques of extending the rating curve
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resources Engineering Department 25
A) Conveyance Method
B) Logarithmic-Plot Method

26. A) Conveyance Method
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lecturer@ Hydraulic and water
resources Engineering Department 26
The conveyance of a channel in non uniform flow is
defined by the relation
Q = K * S f where
Q = discharge in the channel,
Sf = slope of the energy line and
K = conveyance. If Manning’s formula is used

27. Cont.…
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resources Engineering Department 27

28. B) Logarithmic-Plot Method
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lecturer@ Hydraulic and water
resources Engineering Department 28
 The stage is plotted against the discharge on a log–
log paper.
 A best-fit linear relation-ship is obtained for data
points lying in the high-stage range and the line is
extended to cover the range of extrapolation

29. where the dependent variable X = log (G – a) and
Y = log Q. The coefficients ∂ and C are obtained as,
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30. Example
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lecturer@ Hydraulic and water
resources Engineering Department 30
For the stage-discharge data of Example #1, fit a
regression equation for use in estimation of stage for a
known value of discharge. Use a value of 7.50 m as the
gauge reading corresponding to zero discharge.
Determine the stage for a discharge of 3500 m3/s.

31. Solution
The regression equation is
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lecturer@ Hydraulic and water
resources Engineering Department 31

32. 20-Dec-22
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resources Engineering Department 32

33. 3) Hydrometry Stations
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lecturer@ Hydraulic and water
resources Engineering Department 33
As the measurement of discharge is of paramount
importance in applied hydrologic studies, considerable
expenditure and effort are being expended in every
country to collect and store this valuable historic data

34. WMO Criteria for Hydrometry Station Density
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resources Engineering Department 34

35. General truth
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lecturer@ Hydraulic and water
resources Engineering Department 35
Hydrometry stations must be sited in adequate
number in the catchment area of all major streams so
that the water potential of an area can be assessed as
accurately as possible

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resources Engineering Department 36

37. THE END
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resources Engineering Department 37