Technical Papers
Jan 20, 2014

Defining the Z–R Relationship Using Gauge Rainfall with Coarse Temporal Resolution: Implications for Flood Forecasting

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 8

Abstract

This paper demonstrates a procedure for deriving the Z–R relationship using poor temporal resolution gauge rainfall data and evaluates its impact on runoff forecasting in the upper Ping River Basin in Northern Thailand. The procedure is based on the use of a scaling logic to modify the Z–R relationship calibrated using daily (or other coarse) resolution ground rainfall data. This scaling procedure is demonstrated using daily gauge data and results in radar rainfall estimates that lead to improved runoff simulations and flood forecasts for the upper Ping River Basin compared with the case in which the daily (or raw) Z–R relationship is used or even when the daily gauge rainfall is used alone. This evaluation is based on hourly comparisons for the high rainfall season over a period of 3 years (2004–2006) at six point locations in the catchment. This scaling relationship has significant implications for flood modeling in most of the developing world that has weather radar coverage and a daily gauge network but a limited continuous ground rainfall measuring network.

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Acknowledgments

The first and the last authors gratefully acknowledge the Thailand Research Fund through the Royal Golden Jubilee Ph.D. program (Grant No. PhD/0118/2547) and the Kasetsart University Research and Development Institute for financially supporting this research. We also appreciate the BRRAA, RID, and TMD for providing the radar data and hydrological data used in this study. Finally, the authors would like to thank Dr. Siriluk Chumchean for her suggestions on radar rainfall estimation, and also to the anonymous reviewers, whose constructive comments have helped enhance the paper.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 8August 2014

History

Received: Jul 21, 2011
Accepted: Mar 15, 2012
Published online: Jan 20, 2014
Published in print: Aug 1, 2014
Discussion open until: Oct 22, 2014

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Authors

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Punpim Puttaraksa Mapiam, Ph.D. [email protected]
Dept. of Water Resources Engineering, Faculty of Engineering, Kasetsart Univ., Bangkok 10900, Thailand. E-mail: [email protected]
Ashish Sharma, Ph.D. [email protected]
Professor, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney 2052, Australia. E-mail: [email protected]
Nutchanart Sriwongsitanon, Ph.D. [email protected]
Associate Professor, Dept. of Water Resources Engineering, Faculty of Engineering, Kasetsart Univ., 50 Paholyothin Rd., Ladyao, Jatujak, Bangkok 10900, Thailand (corresponding author). E-mail: [email protected]

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