Regional distribution of intensity-duration-frequency (IDF) relationships in Sultanate of Oman

被引:8
作者
Chitrakar, Prerana [1 ]
Sana, Ahmad [1 ]
Almalki, Sheikha Hamood Nasser [2 ]
机构
[1] Sultan Qaboos Univ, Dept Civil & Architectural Engn, POB 33, Al Khoud 123, Oman
[2] Minist Agr Fisheries Wealth & Water Resources, Aflaj Inscribed World Heritage List, Muscat, Oman
关键词
Regional IDF curves; Rainfall data analysis; Gumbel distribution; Ungauged catchments; RAINFALL;
D O I
10.1016/j.jksus.2023.102804
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Analysis of extreme rainfall parameters including rainfall intensities is a fundamental requisite in safe planning, designing, and operating various hydrologic and water engineering projects against storms and floods. In arid and semi-arid regions, such as Oman, sufficient long-term rainfall data with short aggregation are usually not available in most locations across the country. This paper presents the development of intensity duration frequency (IDF) curves using the available rainfall data from 65 meteorological stations situated at different elevations and regions throughout Oman. Gumbel distribution was fitted to the observed data and rainfall intensities were found for various return periods. Rainfall analysis showed the average annual rainfall of 109.21 mm with a standard deviation of 92.82 mm, Skewness coefficient of 1.62 and Kurtosis coefficient of 3.08 for all the studied stations from 1977 to 2017. The statistical analysis showed that the estimated rainfall intensities for various return periods are high in the mountainous region compared to the desert or interior region, and the coastal region of the country. Also, the empirical parameters of IDF formula for all studied stations were established using nonlinear regression. Finally, the contour maps for all the parameters were drawn which could be used to determine the IDF relationships for ungauged locations. This study will be useful for the decision makers and practicing hydrologists for planning and design of water resources systems in Oman. (c) 2023 The Author(s). Published by Elsevier B.V. on behalf of King Saud University.
引用
收藏
页数:14
相关论文
共 51 条
[1]  
Ahmed Z., 2012, ARPN Journal of Engineering and Applied Sciences, V11, P1506
[2]  
Al Barwani A., 2014, 3 INT C WATER RESOUR
[3]   Generation of Rainfall Intensity Duration Frequency (IDF) Curves for Ungauged Sites in Arid Region [J].
Al-Amri N.S. ;
Subyani A.M. .
Earth Systems and Environment, 2017, 1 (1)
[4]  
Al-anazi K.K., 2013, Int. J. Comput. Eng. Res, V3, P58
[5]   Rainfall Intensity-Duration-Frequency (IDF) Curves: Effects of Uncertainty on Flood Protection and Runoff Quantification in Southwestern Saudi Arabia [J].
AL-Areeq, Ahmed ;
Al-Zahrani, Muhammad ;
Chowdhury, Shakhawat .
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2021, 46 (11) :10993-11007
[6]  
Al-Shaikh A., 1985, M.Sc. Thesis
[7]   Construction of IDF curves based on NRCS synthetic rainfall hyetographs and daily rainfall records in arid regions [J].
Al-Wagdany A.S. .
Arabian Journal of Geosciences, 2021, 14 (6)
[8]   Update of intensity-duration-frequency curves for Kuwait due to extreme flash floods [J].
Aldosari, Dawod ;
Almedeij, Jaber ;
Alsumaiei, Abdullah A. .
ENVIRONMENTAL AND ECOLOGICAL STATISTICS, 2020, 27 (03) :491-507
[9]  
AlHassoun SA., 2011, J King Saud university-engineering Sci, V23, P81, DOI DOI 10.1016/J.JKSUES.2011.03.003
[10]  
Awadallah A.G., 2011, ENGINEERING, V3, P215, DOI [DOI 10.4236/ENG.2011.33025, 10.4236/eng.2011.33025]