TECHNICAL PAPERS
Feb 19, 2009

Critical Drought Analysis: Case Study of Göksu River (Turkey) and North Atlantic Oscillation Influences

Publication: Journal of Hydrologic Engineering
Volume 14, Issue 8

Abstract

Droughts are complex events which may impair social, economic, agricultural, and other activities of a society. The present hydroclimatological study comprises three stages. First, a Markov chain model based on annual flows at a gauging station located on the Göksu River (Turkey) is utilized. Second, a critical drought analysis is conducted. Third, the influences of the North Atlantic Oscillation (NAO) on the probability distribution functions (PDFs) of critical droughts have been documented. Drought duration is used as a key parameter in the Markov chain model. As the model degree should be defined prior to applying a Markov chain model to a series of observations, a model degree of first order has been selected according to the results of the Akaike information criteria and Bayesian information criteria. The exact PDFs of the critical drought duration in a finite sample that follows the first-order Markov chain have been determined by the enumeration technique. The critical drought duration is the possible maximum duration likely to occur over the economic life of any water resources system. The expectations of the critical drought duration are provided for different transitional probabilities. The influences of NAO on the PDFs of critical droughts have been examined for two opposite cases; namely, the period of negative NAO index values (1936–1971) and the period of positive NAO index values (1972–2000). The results of this analysis clearly indicate that NAO series have quantifiable influences on the transition probabilities and expectation of the critical drought duration. As a result, the probability distribution functions obtained for various critical drought durations in the observations of the Göksu River may be implemented as a robust tool to determine a design value with the concept of risk.

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Acknowledgments

The writers wish to thank to Professor Zekai Şen for his fruitful critiques during the first writer’s thesis defense. Funding for this project was partially provided by TÜBİTAK (Turkish National Science Foundation) under Grant No. ÇAYDAG 102Y146. The writers also extend their gratitude to Professor M. Karaca for improving the grammar of the manuscript

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 14Issue 8August 2009
Pages: 795 - 802

History

Received: May 31, 2008
Accepted: Nov 17, 2008
Published online: Feb 19, 2009
Published in print: Aug 2009

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Authors

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Nermin Şarlak, Ph.D. [email protected]
Faculty of Engineering, Dept. of Civil Engineering, Univ. of Gaziantep, 27310 Gaziantep, Turkey. E-mail: [email protected]
Ercan Kahya, Ph.D. [email protected]
Associate Professor, Civil Engineering Dept., Hydraulics Division, Istanbul Technical Univ., Maslak, 34469 Istanbul, Turkey; and, Associate Professor, Civil Engineering Dept., American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates (corresponding author). E-mail: [email protected]
Osman Anwar Bég, Ph.D. [email protected]
Associate Professor, Mechanical Engineering Dept., Sheffield Hallam Univ., Sheaf Building, Room 4112, Sheffield, S1 1WB, U.K. E-mail: [email protected]

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