It is necessary to perform analysis to confirm stationarity or detect non-stationarity of extreme rainfall data in order to derive accurate design rainfall estimates for hydraulic structure design. In this study, non-stationarity of extreme rainfalls in the Antalya region in Turkey was investigated through statistical non-stationarity tests and stationary and non-stationary generalised extreme value distribution models. After determination of stationarity of extreme rainfalls in the Antalya region, a frequency analysis was conducted in a stationary context to derive design rainfall intensities. Future (2080–2099) design rainfall intensities were then estimated and bias corrected, and current and future design rainfall intensities were compared and discussed. Non-stationarity analysis showed no evidence of non-stationarity in Antalya. Bias-corrected future design rainfall intensity estimates showed that design rainfall intensities in the future are expected to be larger than current design rainfall intensities for return periods of 5, 10, 20, 50 and 100 years. This study is expected to contribute to a better understanding of the relationship between global warming and extreme rainfall in one of the most climate change sensitive parts of Turkey.
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April 2017
Research Article|
March 08 2016
Climate change effects and extreme rainfall non-stationarity Available to Purchase
Abdullah Gokhan Yilmaz, BEng, MSc, PhD
Abdullah Gokhan Yilmaz, BEng, MSc, PhD
Research Fellow
Institute of Sustainability and Innovation, College of Engineering and Science, Victoria University, Melbourne, VIC, Australia (abdullah.yilmaz@vu.edu.au)
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Publisher: Emerald Publishing
Received:
June 03 2015
Accepted:
January 18 2016
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Water Management (2017) 170 (2): 57–65.
Article history
Received:
June 03 2015
Accepted:
January 18 2016
Citation
Yilmaz AG (2017), "Climate change effects and extreme rainfall non-stationarity". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 170 No. 2 pp. 57–65, doi: https://doi.org/10.1680/jwama.15.00049
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