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Bankfull discharge and recurrence intervals in Irish rivers floods

机译:爱尔兰河流中的银行排放和复发间隔洪水泛滥

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摘要

Different definitions of the bankfull condition in rivers are based on morphological characteristics, boundary conditions and geometrical properties. Consequently, the magnitude and associated return period of the bankfull discharge can be ambiguous. Knowledge of this discharge is important in index flood estimation and subsequent regional flood frequency analysis. This study investigates bankfull discharges and recurrence intervals at 88 locations in the Irish river network using a combination of surveyed bankfull levels, rating curves and equations and photographic records at the sites in question. Catchments ranged in area from approximately 23 km2 to 2778 km2: Recurrence intervals were determined by fitting generalised extreme value (GEV) distributions to the annual maximum flow series at the sites investigated. These intervals were found to be less than 2 years (the median annual flood) at 42 stations (48%) and less than 2.33 years (the mean annual flood assuming a GEV type 1 distribution) at 47 stations (53%). Higher return periods of between 2.33 and 10 years and 10 and 25 years were observed at a further 20% and 6% of locations respectively. Using multivariate regression analysis, the computed bankfull discharges are correlated with catchment descriptors and three expressions are presented for estimating bankfull flows.
机译:河流堤岸状况的不同定义基于形态特征,边界条件和几何特性。因此,满溢排放的幅度和相关的返还期可能是模棱两可的。对该流量的了解对于指数洪水估算和随后的区域洪水频率分析很重要。这项研究结合调查的河岸水位,等级曲线和方程式以及相关地点的摄影记录,调查了爱尔兰河网中88个地点的河岸水排放量和复发间隔。汇水面积范围从大约23平方公里到2778平方公里:复发间隔是通过将广义极值(GEV)分布与所调查地点的年度最大流量序列拟合来确定的。在42个测站中发现这些间隔小于2年(年平均洪水量)(48%),在47个测站中小于2.33年(假设GEV 1型分布的年平均洪水量)(53%)。在另外20%和6%的地点分别观察到较高的回报期,介于2.33和10年之间以及10和25年之间。使用多元回归分析,将计算的河岸流量与流域描述符相关联,并给出了三​​个表达式来估算河岸流量。

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