Analysis of changes in extreme rainfall characteristics over Ambica river basin, India

Zeel B Patel, S. Yadav
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Abstract

ABSTRACT Significant variations are detected in extreme rainfall characteristics over Ambica river basin, Gujarat. The frequent flooding in Ambica basin has become a persistent phenomenon over last decade. Based on new knowledge and understanding in Extreme Value Theory (EVT), the discrepancies in extreme rainfall characteristics over entire basin are analyzed considering the daily rainfall series of 25 rain gauge stations for period of 1961–2017. At each station, the threshold value was selected as 90th percentile rainfall for computing the excesses of Peak over Threshold (POT) series. To examine the variations in rainfall pattern, basic rainfall indices viz. total annual rainfall (PRCPTOT), rainy days (RD) and simple daily intensity index (SDII) are calculated. To assess the non-uniformity of extreme rainfall, coefficient of variation (Cv) has been found. Non-parametric tests like Modified Mann-Kendall (MMK) test and Sen’s slope test were used for evaluating the trend. The western parts of the basin show a declining trend in PRCPTOT and SDII, wherein stationarity has been observed for RD. The stations in the central region show a significantly declining trend in total annual rainfall. The SDII and RD are found to be higher and lower respectively for the stations situated in eastern parts of the basin. It has been found that 20 %, 4 % and 17 % of stations exhibit significant decreasing trends in PRCPTOT, RD and SDII respectively. The western basin has lesser values of coefficient of variation (Cv) as compared to stations in eastern part. At the majority of stations, extreme rainfall duration and frequency were found to be stationary, whereas intensity of extreme rainfall is found to be non-stationary. Also, it has been found that 16 % of stations exhibit significant decreasing trends in extreme rainfall intensity and duration, which demonstrates the consequences to water availability in near future.
印度阿姆比卡河流域极端降雨特征变化分析
古吉拉特邦Ambica河流域极端降雨特征显著变化。近十年来,阿姆比卡盆地频繁发生的洪水已成为一个持续的现象。基于极值理论(EVT)的新知识和新认识,基于1961-2017年25个雨量站日降水序列,分析了全流域极端降水特征的差异。在每个站点,选取阈值作为第90百分位降雨量来计算峰值超过阈值(POT)系列的超量。为了研究降雨模式的变化,我们计算了基本降雨指数,即年总降雨量(PRCPTOT)、雨天(RD)和简单日强度指数(SDII)。为了评估极端降雨的不均匀性,我们找到了变异系数(Cv)。采用修正Mann-Kendall (MMK)检验和Sen 's斜率检验等非参数检验评价趋势。流域西部地区PRCPTOT和SDII呈下降趋势,其中RD呈平稳趋势,中部地区站年总降雨量呈显著下降趋势。盆地东部台站的SDII和RD分别较高和较低。PRCPTOT、RD和SDII分别有20%、4%和17%的站点呈显著下降趋势。与东部台站相比,西部台站的变异系数(Cv)值较小。在大多数台站,极端降雨的持续时间和频率是稳定的,而极端降雨的强度是不稳定的。此外,16%的站点在极端降雨强度和持续时间上呈现出显著的减少趋势,这表明了在不久的将来对水资源供应的影响。
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来源期刊
ISH Journal of Hydraulic Engineering
ISH Journal of Hydraulic Engineering Engineering-Civil and Structural Engineering
CiteScore
4.30
自引率
0.00%
发文量
59
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