---
title: "Preparing Gumbel probability paper"
subject: "Engineering Hydrology"
chapter: 6
key: "semester_5/engineering_hydrology:gumbel-probability-paper"
source: https://www.bctengineer.com/q/semester_5/engineering_hydrology/gumbel-probability-paper
site: BCT Engineering
---

# Preparing Gumbel probability paper

Engineering Hydrology · Chapter 6: Flood Hydrology

- Asked in: 2067 Mangsir (old course), 6 marks
- Answer checked by Claude Sonnet 5.5 on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_5/engineering_hydrology/gumbel-probability-paper
- Whole chapter: https://www.bctengineer.com/md/semester_5/engineering_hydrology/chapter-6

## Question

Prepare a Gumbel probability paper from an ordinary graph paper provided to you.

## Short answer

Use ordinary arithmetic axes: vertical for discharge, horizontal uniformly scaled for reduced variate y_T = –ln[ln(T/(T–1))]. Mark T values at their y_T positions (e.g., T=5 at 1.50) to create a non-uniform T scale; Gumbel data plot as a straight line.

## Answer

**Gumbel probability paper** is a plotting sheet on which data that follow Gumbel's distribution plot as a straight line. It can be prepared from ordinary arithmetic graph paper because Gumbel's equation $x_T=\bar x+K\sigma$ is linear in the reduced variate $y_T$.

#### Steps
1. Choose the **vertical axis** as an ordinary arithmetic scale for the variable (flood discharge or rainfall depth), covering the range of data and predictions.
2. For selected return periods compute the reduced variate

$$
y_T=-\ln\left[\ln\frac{T}{T-1}\right]
$$

| T (years) | 2 | 5 | 10 | 20 | 50 | 100 | 200 | 500 | 1000 |
|---|---|---|---|---|---|---|---|---|---|
| $y_T$ | 0.367 | 1.500 | 2.250 | 2.970 | 3.902 | 4.600 | 5.296 | 6.214 | 6.907 |

3. Draw the **horizontal axis** with a uniform scale for $y_T$ (for example 1 cm = 1 unit of $y_T$ from −1 to 7).
4. At the positions of the computed $y_T$ values mark the return periods T (and the probability of exceedance $P=1/T$) as labels. This gives the non-uniform return period scale along the top or bottom of the sheet.
5. For plotting data: arrange in descending order, assign $T=(N+1)/m$, and plot the flood against T (that is, against its $y_T$ position).
6. Draw the best-fit straight line and extend it to read the flood for any desired T.

```text
 Q
  |                          o
  |                    o
  |              o
  |        o
  |  o
  +--+----+----+----+----+---- y_T
    0.37  1.50 2.25 3.90 4.60 6.21
    T=2   T=5  T=10 T=50 T=100 T=500
```

Two points are enough to fix the straight line, since for Gumbel's distribution the line is $Q = \bar x + \sigma\,(y_T-\bar y_n)/S_n$.

## Check yourself

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

1. Why can Gumbel paper be made from ordinary graph paper?
   A. All data are normally distributed
   B. Discharge is linear in T
   C. x_T = mean + K sigma is linear in the reduced variate y_T
   D. The horizontal axis is logarithmic in x
   Answer: C. Linearity in y_T means a uniform y_T axis makes Gumbel data plot straight. (Key point: Why it works)

2. How is the horizontal axis drawn?
   A. Uniform scale in T
   B. Uniform in P only
   C. Uniform scale in y_T, with T labels at the computed positions
   D. Uniform scale in log T
   Answer: C. Return periods are marked at their y_T positions, making the T labels non-uniform. (Key point: Horizontal axis)

3. Which pair of y_T values is correct?
   A. T = 2: 2.0; T = 100: 100
   B. T = 10: 1.0; T = 100: 2.0
   C. T = 2: 0.367; T = 100: 4.600
   D. T = 2: 0.693; T = 100: 4.605 negative
   Answer: C. y_T = -ln(ln(T/(T-1))) gives 0.367 for T = 2 and 4.600 for T = 100. (Key point: Reduced variate values)

4. How is observed data plotted?
   A. Plot in chronological order against year
   B. Plot ascending with T = m/N
   C. Arrange in descending order, T = (N+1)/m, plot flood against T, draw best-fit line
   D. Plot against m only
   Answer: C. Plotting positions give T, which fixes the y_T position, then a best-fit line is extended. (Key point: Plotting data)

## Related in Engineering Hydrology

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