---
title: "Hyetograph and intensity-duration curve, Lumle tipping bucket"
subject: "Engineering Hydrology"
chapter: 2
key: "semester_5/engineering_hydrology:tipping-bucket-lumle"
source: https://www.bctengineer.com/q/semester_5/engineering_hydrology/tipping-bucket-lumle
site: BCT Engineering
---

# Hyetograph and intensity-duration curve, Lumle tipping bucket

Engineering Hydrology · Chapter 2: Precipitation

- Asked in: 2081 Baisakh, 4+6 marks
- Answer checked by Claude Sonnet 5.5 on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_5/engineering_hydrology/tipping-bucket-lumle
- Whole chapter: https://www.bctengineer.com/md/semester_5/engineering_hydrology/chapter-2

## Question

Following are the data of a storm as recorded in a tipping bucket located at Lumle (Lat: 28.3$^\circ$, Long: 83.8$^\circ$) for 1.5 hours:

| Time from beginning of storm (minute) | 10 | 20 | 30 | 40 | 50 | 60 | 70 | 80 | 90 |
|---|---|---|---|---|---|---|---|---|---|
| Cumulative rainfall (mm) | 1.6 | 6.6 | 13.8 | 20.2 | 24.2 | 38.4 | 46.8 | 49.4 | 50.8 |

(i) Plot the hyetograph of the storm.
(ii) Plot the maximum intensity duration curve of the storm.

## Short answer

Incremental depths from cumulative data give intensities (depth×6). Peak 10-min intensity is 85.2 mm/h in 50–60 min. Maximum intensity-duration values are 85.2, 67.8, 53.2, 49.5, 48.2, 45.2, 41.0, 37.1, 33.9 mm/h for durations 10 to 90 min.

## Answer

The tipping bucket gives cumulative rainfall at 10-min intervals. The incremental depth in each interval is the difference of successive values, and intensity = depth / (10/60 h) = depth × 6.

#### (i) Hyetograph
| Interval (min) | Cum. rain (mm) | Incremental depth (mm) | Intensity (mm/h) |
|---|---|---|---|
| 0-10 | 1.6 | 1.6 | 9.6 |
| 10-20 | 6.6 | 5.0 | 30.0 |
| 20-30 | 13.8 | 7.2 | 43.2 |
| 30-40 | 20.2 | 6.4 | 38.4 |
| 40-50 | 24.2 | 4.0 | 24.0 |
| 50-60 | 38.4 | 14.2 | 85.2 |
| 60-70 | 46.8 | 8.4 | 50.4 |
| 70-80 | 49.4 | 2.6 | 15.6 |
| 80-90 | 50.8 | 1.4 | 8.4 |

```text
 mm/h (one bar per 10-min interval; each row is approximate)
  80 |               ##
  60 |               ##
  40 |      ##       ## ##
  20 |   ## ## ## ## ## ## ##
   5 |## ## ## ## ## ## ## ## ##
     +---------------------------
      10 20 30 40 50 60 70 80 90 min
```

(The peak of 85.2 mm/h occurs in the 50-60 min interval.)

#### (ii) Maximum intensity-duration curve
For each duration the maximum depth is the greatest difference of cumulative ordinates that far apart.

| Duration (min) | Max depth (mm) | Period (min) | Max intensity (mm/h) |
|---|---|---|---|
| 10 | 14.2 | 50-60 | 85.2 |
| 20 | 22.6 | 50-70 | 67.8 |
| 30 | 26.6 | 40-70 | 53.2 |
| 40 | 33.0 | 30-70 | 49.5 |
| 50 | 40.2 | 20-70 | 48.2 |
| 60 | 45.2 | 10-70 | 45.2 |
| 70 | 47.8 | 10-80 | 41.0 |
| 80 | 49.4 | 0-80 | 37.1 |
| 90 | 50.8 | 0-90 | 33.9 |

Example: 30 min: 46.8 (at 70 min) - 20.2 (at 40 min) = 26.6 mm, intensity 53.2 mm/h.

Plot duration (x) against maximum intensity (y). The curve falls from 85.2 mm/h at 10 min to 33.9 mm/h at 90 min.

**Answer: Peak 10-min intensity = 85.2 mm/h; maximum intensities are 85.2, 67.8, 53.2, 49.5, 48.2, 45.2, 41.0, 37.1 and 33.9 mm/h for 10 to 90 min.**

## Check yourself

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

1. How is incremental depth found?
   A. Sum
   B. Product
   C. Difference of successive cumulative values
   D. Cumulative divided by 10
   Answer: C. E.g. 6.6-1.6 = 5.0 mm. (Key point: Increment)

2. Intensity for 10-min depth in mm/h?
   A. Depth / 6
   B. Depth x 10
   C. Depth / 10
   D. Depth x 6
   Answer: D. 10 min = 1/6 h. (Key point: Intensity factor)

3. What is peak 10-min intensity and when?
   A. 85.2 mm/h at 50-60 min
   B. 43.2 at 20-30
   C. 50.4 at 60-70
   D. 30 at 10-20
   Answer: A. 14.2 mm x 6 = 85.2. (Key point: Peak)

4. How is 30-min max found?
   A. 50.8/3
   B. 46.8 - 20.2 = 26.6 mm, 53.2 mm/h
   C. 85.2/3
   D. 13.8 x 2
   Answer: B. Greatest difference 30 min apart. (Key point: 30-min max)

## Related in Engineering Hydrology

- [Hyetograph and intensity-duration curve, 6:00-12:00 storm](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Ahyetograph-intensity-duration-6to12) — Engineering Hydrology, chapter 2
- [Intensity-duration curve from storm record](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Aintensity-duration-30min-5hr) — Engineering Hydrology, chapter 2
- [Mass curve, hyetograph, depth-duration curve](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Amass-curve-hyetograph-mdd) — Engineering Hydrology, chapter 2
- [Intensity-duration graph from mass curve ordinates](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Aintensity-duration-15-180min) — Engineering Hydrology, chapter 2
- [Intensity-duration curve and depth-area curve](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Aidf-depth-area-curve) — Engineering Hydrology, chapter 2

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