Impact of Climate Change on Intensity-Duration-Frequency Curves of Precipitation (Case study: Babolsar station

Document Type : Original Article

Authors

1 Assistant Professor, Department of Water Engineering, Faculty of Agriculture, Shahid Bahonar University of Kerman, Kerman, Iran

2 M. Sc. Student of Water Resources Engineering, Department of Water Engineering, Faculty of Agriculture, Shahid Bahonar University of Kerman, Kerman, Iran

Abstract

Climate change is effective on the amount of precipitation in all areas and consequently it is effective on IDF curves. The aim of this study is the evaluation of effects of climate change on IDF curves in Babolsar station in future period since 2011 to 2030 using atmospheric general circulation model and under emission scenarios. In this respect, two appropriate statistical distributions, the Gumbel and Log - Pearson Type III , were fitted with hourly rainfall values between 1998-1966. Then IDF curves have extracted For intervals of 10, 20, 30 min and 1, 2, 6, 12 and 24 hours and return periods of 2, 5, 10, 25, 50 and 100 years. Next, data in daily time scale were estimated for intervals of 2013-2030 using atmospheric general circulation model of HadCm3 under emission scenarios A1B, A2, B1 and down scaling model of LARS-WG. The derivative curves of assumption scenarios have extracted by modified relationships of Bell. The results indicate that the values of correlation coefficient in Gumbel distribution were in the range of 0.996-0.998 and for Log - Pearson Type III, they were in the range of 0.969-0.974 that shows more significant correlation for Gumbel distribution. Comparison between rainfall predicted by the scenario mentioned and rainfall calculated by Gumbel distribution for data from 1966-1998 is showed an increase in precipitation intensity for BABOLSAR station in future periods (2030 - 2011). For example, according to three scenarios A1B, A2, B1 the rainfall value for interval of one hour and return period of 2 year, respectively, 28%, 17% and 25% have increased than the values of basic rainfall.

Keywords


حیدری،ز.، جهانی،س. 1390. تعیین الگوی توزیع بارندگی و منحنی­های شدت- مدت- فراوانی مطالعه موردی حوضه­ی آبریز گرگانرود، چهارمین کنفرانس مدیریت منابع آب ایران، تهران.
قهرمان،ب.، سپاسخواه،ع. 1369. تخمین رابطه شدت-تناوب بارندگی در ایران با استفاده از باران یک ساعته ده ساله، مجموعه مقالات سومین کنگره بین المللی مهندسی راه و ساختمان  ایران 24-28 اردیبهشت، دانشکده مهندسی، دانشگاه شیراز.
قهرمان،ب. 1375. رابطه به روز شده شدت- مدت- تناوب بارندگی در ایران با استفاده از باران یک ساعته ده ساله. مجله دانش کشاورزی. 6 : 13-30.
وزیری،ف. 1370. تجزیه و تحلیل رگبارها در نقاط مختلف ایران، جهاد دانشگاهی دانشگاه خواجه نصیرالدین طوسی، واحد طرح و تحقیقات.
Bell,F.C. 1969. Generalized Rainfall-Duration-Frequency Relationship. Journal of the Hydraulic Division. ASCE 95. 6357: 311-327.
Chow,V.T., Maidment,D.R., Mayas,L.W. 1988. Applied Hydrology. McGraw-Hill, New York.
Desramaut,N. 2008. Estimation of intensity duration frequency curves for current and future climates. Postdoctoral thesis, Department of Civil Engineering and Applied Mechanics, McGill University. 83 p.
Fowler,H.J., Wilby,R.L. 2007. Beyond the downscaling comparison study. International Journal of Climatology. 27: 1543-1545
Garcia Bartual,R. Schneider,M.  2001. Estimating maximum expected short-duration rainfall intensityes from extreme convection storms. Physics and Chemistry of the Earth, Part B: Hydrology, Oceans, and Atmosphere. 26:9. 675-681
Hanush,C.J. 2003. The Effects of climate change and variability on Intensity-Duration-Frequency Curves. M. Sc. Thesis, Department of Engineering and Mathematical sciences, university of Western Australia, 77p.
Mailhot,A., Duchesne,S., Caya,D., Talbot,G. 2007. Assessment of future change in intensity-duration-frequency (IDF) curves for Southern Quebec using the Canadian Regional Climate Model (CRCM). Journal of Hydrology. 347: 197-210.
Simonovic, S. 2010. Updated rainfall intensity duration frequency curves for the City of London under the changing climate. M. Sc. Thesis, Department of Civil Environmental Engineering The University of Western Ontario, 69 p.
Sherman,C.W. 1931. Frequency and intensity of excessive rainfalls at Boston, Massachusetts. Journal of Transactions of American Society of Civil Engineering (ASCE). 95: 951-960.
Singh,V.P. 1992. Elementary Hydrology. Prentice-Hall, New Jersey, U.S.A.
Xu,C.Y. 1999. From GCMs to river flow: A review of downscaling methods and hydrologic modeling approaches. Progress in physical Geography. 23:3. 229-249.