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Modeling of annual rainfall extremes in the Jhelum River basin, North Western Himalayas

机译:jhelum河流域年降雨量的建模,北喜马拉雅山北部

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摘要

The probable extreme rainfall analysis can be of great importance for the development of efficient models of risk management and mitigation. This study involves analyzing the recurrence of yearly rainfall extreme using three important probability distribution models such as Generalized Extreme Value (GEV), Log Pearson-Ⅲ (LP3), and Gumble (EV1). The parameters of the distribution model were identified using L-moments (LMOs). The maximum precipitation for 2, 5, 10, 25, 50, 100, 200, and 500 year recurrence periods was obtained by using annual maximum rainfall data. The available length of data was varying, due to which analysis was performed for four periods: 1969-2018 at Srinagar and Qazigund, 1980-2018 at Pahalgam and Kokernag and 1977-2018 at Kupwara and 1970-2018 at Gulmarg station. Goodness-of-Fit (GoF) such as Kolmogorov-Smirnov (K-S), Anderson darling (A-D), Chi-square (x~2) and Root Mean Square Error (RMSE) tests at 5% significance level i.e., α = 0.05, and probability difference graphs such as P-P plot and probability difference graph were applied for identification of best-fit distribution model. The analysis divulges LP3 as the best fit for Qazigund, Kokernag, Pahalgam, Kupwara, and Gulmarg stations and the GEV is most suitable for Srinagar station.
机译:可能的极端降雨分析对于开发有效的风险管理和减缓模式的发展可能是非常重要的。本研究涉及使用三个重要的概率分布模型(如广义极值(GEV),Log Pearson-Ⅲ(LP3)和Gumble(EV1))分析年降雨极端的复发。使用L-MOCENTS(LMO)识别分布模型的参数。通过使用年度最大降雨数据获得2,5,10,25,50,100,200和500年和500年复发期的最大沉淀。可用的数据长度随着哪些分析为四个时期:1969-2018,1980 - 2018年,1980-2018,1980-2018,1980-2018在Pahalgam和Kokernag,1977-2018在Kupwara和1970-2018,在Gulmarg站。适合良好(GOF),如Kolmogorov-Smirnov(KS),安德森达令(AD),Chi-Square(X〜2)和均方根误差(RMSE)测试在5%的意义水平,即α= 0.05并且施加诸如PP图和概率差图之类的概率差异图来识别最佳配合分布模型。分析透露了LP3作为QAZIGUND,Kokernag,Pahalgam,Kupwara和Gulmarg站的最适合,而GEV最适合Srinagar Station。

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