AccScience Publishing / AJWEP / Volume 10 / Issue 1 / DOI: 10.3233/AJW-2013-10_1_04
RESEARCH ARTICLE

The Estimation of Probable Maximum Precipitation (PMP) for 24 Hours Duration in the Upper Brantas River Basin, East Java

Sutopo Purwo Nugroho1* Seno Adi1
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1 The Agency for the Assessment and Application of Technology (BPPT), BPPT Building 2, floor 18, Jl. M.H. Thamrin 8, Jakarta 10340
AJWEP 2013, 10(1), 17–24; https://doi.org/10.3233/AJW-2013-10_1_04
Submitted: 5 November 2012 | Accepted: 16 November 2012 | Published: 1 January 2013
© 2013 by the Author(s). This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution -Noncommercial 4.0 International License (CC-by the license) ( https://creativecommons.org/licenses/by-nc/4.0/ )
Abstract

The probable maximum precipitation (PMP) is defined as the highest precipitation (measured by a rain gauge) for a given period that is meteorologically reliably recorded in the rainfall station. Estimation of the PMP is very important, especially for the safety design of dams and reservoirs, because precipitation data are available for a much longer period of time than those for river floods. Analysis of the daily rainfall, which was used to estimate the PMP values of the upstream Brantas River showed high consistency, so that the collected rainfall data were reliable. These facts were shown by a straight line produced by each rainfall station based on the double mass curve test. The PMP estimation for upstream Brantas River varied between 419 and 556 mm/day. The estimated PMP values were highest at the Birowo station and lowest at the Tangkil station. They were then not correlated to the maximum daily rainfall observed at a rainfall station. This means that there are other factors as described by the Hershfield equation that resulted in higher estimated PMP values. Therefore, the safety design of dam and reservoir construction in this area has to consider the estimated maximum PMP reaching 556 mm/day.

Keywords
Hershfield equation
maximum rainfall
probable maximum flood
probable maximum precipitation
upper river
safety
dam design
Conflict of interest
The authors declare they have no competing interests.
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Asian Journal of Water, Environment and Pollution, Electronic ISSN: 1875-8568 Print ISSN: 0972-9860, Published by AccScience Publishing