Abstract

Rainfall Intensity-Duration-Frequency (IDF) relationships usually play a major role in the designing and building of water infrastructure. The main purpose of this paper is to show the procedure that need to be followed in the development of IDF relationships using rainfall data collected in Colombo, Sri Lanka. Short duration rainfall data of Colombo recorded over a 30 year period by the Department of Meteorology were used for the study. The procedures to be adopted in screening rainfall data, carrying out frequency analyses, and finally developing the IDF relationships are described. The IDF curves have been developed for 2, 5, 10, 25, 50 and 100 year return periods for durations ranging from 15 minutes to 24 hours. The developed IDF relationships were compared with the IDF relationships presently available for Colombo. The results indicate that the rainfall intensities of Colombo have recently increased. It is recommended that the IDF relationships for other stations in the country also be updated.

Highlights

  • Rainfall Intensity-Duration-Frequency (IDF) relationship is widely used in the planning, designing and operation of water resources projects

  • It is a mathematical relationship among rainfall intensity, duration and return period

  • This paper presents a method for deriving the IDF relationships for a given location

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Summary

Introduction

Rainfall Intensity-Duration-Frequency (IDF) relationship is widely used in the planning, designing and operation of water resources projects. It is a mathematical relationship among rainfall intensity, duration and return period. It is found to be useful in flood mitigating projects. The development of IDF relationships had been done as early as in 1932 [1]. These relationships are available for several parts of the globe. The IDF relationships available for the Calabar catchment in Nigeria [2] and Vietnam [3] are some such examples

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