---
title: "Rating curve, permanent and shifting controls"
subject: "Engineering Hydrology"
chapter: 4
key: "semester_5/engineering_hydrology:rating-curve-controls"
source: https://www.bctengineer.com/q/semester_5/engineering_hydrology/rating-curve-controls
site: BCT Engineering
---

# Rating curve, permanent and shifting controls

Engineering Hydrology · Chapter 4: Surface Runoff

- Asked in: 2079 Baisakh, 3+3 marks
- Video: [UNDERSTANDING STREAMFLOW AND RATING CURVES | Hydrology 101 Lesson 10](https://www.youtube.com/watch?v=rbpAvw2g05E) — Clear Creek Solutions
- Answer checked by Claude Sonnet 5.5 on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_5/engineering_hydrology/rating-curve-controls
- Whole chapter: https://www.bctengineer.com/md/semester_5/engineering_hydrology/chapter-4

## Question

How are rating curves developed? Also discuss permanent and shifting controls with appropriate illustrations/figures.

## Short answer

A rating curve is developed by measuring stage and discharge over a range, fitting Q = C(G-a)^b. A permanent control (rock ledge) gives a stable curve; a shifting control (sand bed) requires frequent updates and shift corrections due to scour or deposition.

## Answer

#### Development of a rating curve
1. Select a gauging section with a stable control and install a gauge.
2. Measure discharge by current meter (or another method) at different stages covering low to high flow, and record the stage at the same time.
3. Plot stage $G$ (y-axis) against discharge $Q$ (x-axis) on arithmetic scale, and also on log-log paper after subtracting the stage for zero flow $a$.
4. Fit a smooth curve $Q = C(G-a)^b$, with $a$, $C$ and $b$ found by trial or regression.
5. Check by correlation, and extend the curve to flood stage by extrapolation (log-log straight line or conveyance method).
6. Check the rating regularly with new measurements, and revise it when the points depart from the curve.

#### Control
The **control** is a physical feature of the channel at or downstream of the gauge that governs the stage-discharge relation.

**Permanent control:** the relation does not change with time. Examples: a rock ledge, a weir or a narrow rock gorge. The same stage always gives the same discharge, and a single rating curve is valid for years.

```text
 water   ~~~~~~~~~\
 level            \___ <- rock ledge / weir (stable control)
 bed  ____________/ \_______
```

**Shifting control:** the bed or banks are made of sand or silt, so scour, deposition, vegetation growth or debris change the section and the curve shifts. A given stage then gives different discharges at different times.

```text
  Stage
   |      /  /  /   <- curves shift with time
   |     /  /  /       (scour: right; silting: left)
   |    /  /  /
   +------------------- Q
```

For a shifting control, frequent discharge measurements are needed, and the rating curve is adjusted with time-varying shift corrections (a shift curve). Where the shift is caused by variable backwater, the stage-fall-discharge relation is used instead.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. How is a rating curve developed?
   A. Measure rainfall
   B. Use pan data
   C. Measure discharge at various stages with the stage, and fit Q = C(G-a)^b
   D. Guess
   Answer: C. Simultaneous stage and discharge data are plotted and a curve fitted. (Key point: Development)

2. What is a control?
   A. A channel feature at or downstream of the gauge governing the stage-discharge relation
   B. A gauge
   C. A bridge
   D. A rainfall station
   Answer: A. Examples include rock ledges, weirs, and riffles. (Key point: Control)

3. What characterises a permanent control?
   A. Sandy bed
   B. Needs frequent measurement
   C. The same stage always gives the same discharge for years
   D. Curve shifts with time
   Answer: C. Rock ledge or weir does not change, so one curve holds. (Key point: Permanent control)

4. How is a shifting control handled?
   A. One curve forever
   B. Frequent measurements and shift corrections to the curve
   C. Use rainfall
   D. Ignore it
   Answer: B. Sand or silt beds change with scour and deposition, so the curve is adjusted with time. (Key point: Shifting control)

## Related in Engineering Hydrology

- [Rating curve definition and uses](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Arating-curve-define-uses) — Engineering Hydrology, chapter 4, asked 2×
- [Zero-discharge stage of a smooth rating curve](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Astage-zero-discharge-23-37) — Engineering Hydrology, chapter 4, asked 2×
- [Rating curve, its uses and drawing method](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Arating-curve-uses-drawing) — Engineering Hydrology, chapter 4
- [Rating curve equation, zero-discharge stage 161.0 m](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Arating-curve-equation-161-0) — Engineering Hydrology, chapter 4
- [Rating curve equation and parameter estimation](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Arating-curve-equation-parameters) — Engineering Hydrology, chapter 4
- [Rating curve and factors affecting runoff](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Arating-curve-runoff-factors) — Engineering Hydrology, chapter 4

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