Determining the Parameters of the Intermediate Duration - Intensity Equation for Mediterranean Region, Turkey

World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium - WMCAUS

土木建筑工程

Senocak, Serkan^1 ; Tosunolu, Fatih^2 ; Acar, Reat^1 ; Sengül, Selim^1

Atatürk University, Engineering Faculty, Civil Engineering Department, Erzurum, Turkey^1

Erzurum Technical University, Architecture and Engineering Faculty, Civil Engineering Department, Erzurum, Turkey^2

关键词: Coefficient of correlation;    Generalized extreme value;    Intensity duration frequencies;    Intensity equation;    Mediterranean region;    Nonlinear estimation methods;    Parameter estimate;    Three parameters;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/245/6/062031/pdf
DOI  :  10.1088/1757-899X/245/6/062031

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

The aim of this study is to determine the parameter estimates of the general intensity-duration-frequency (IDF) formula for the 20 rainfall stations in the Mediterranean Region of Turkey. The maximum annual rainfall data were statistically analyzed for the durations 1, 2, 3, 4, 5, 6, 8, 12, 18 and 24 hours. Generalized Extreme Value (GEV), Gumbel, Normal, two-parameter Lognormal, three-parameter Lognormal, Gamma, Pearson type-III and Log-Pearson type-III distributions were considered and compared using Chi square (χ2) goodness-fit test. Parameters of these distributions were estimated using both maximum likelihood and moment methods. The parameters of the general IDF equation i = (A∗TB)/(tC+ D) and coefficient of correlation (R) for different return periods (2, 5, 10, 25, 50, 75 and 100 years) were calculated by using nonlinear estimation method. Coefficient of correlation result (R = 0,875) of general IDF equation showed the suitability for intermediate durations in the Mediterranean Region.