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Comparison of mapping approaches for estimating extreme precipitation of any return period at ungauged locations

机译:绘制近极沉淀的映射方法在未凝固位置的返回期极端降水的比较

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Reliable estimation of return period values of extreme precipitation at ungauged locations is considered to be a key exercise in hydrometeorological studies. This study aims to identify an accurate approach in producing spatial maps (i.e. ungauged estimation) of extreme precipitation for any return period within a region. The study compares the following approaches: interpolation of summary of data as represented by L-moments, interpolation of parameters of an extreme value distribution and interpolation of return period quantile value. Several interpolation schemes are considered; however, the aim is to evaluate schemes that employ secondary data. The schemes compared are ordinary kriging, kriging with external drift (KED) and a more traditional, inverse distance weighting. The secondary data namely elevation, satellite based mean annual precipitation (MAP), distance from nearest coast (CD) and geographical coordinates are incorporated in the KED system. Annual maximum 1-day precipitation series at 76 gauging stations from the region of East China have been used to assess the performance. The generalized extreme value (GEV) distribution, appropriate for the study region, with the method of L-moments is used to analyze the frequency of extreme precipitation. It is found that either the approach of interpolating parameters of GEV distribution or L-moments should be the natural choice for estimating design value at any return period. However, in terms of error statistics the approach of interpolating parameters has given a lower RMSE value compared to the approach of interpolating L-moments. The approach of quantile interpolation performed worst and should not be used in practice in interpolating return period values. The KED is recognized as the most appropriate interpolation scheme when a significant covariate is identified. The MAP appears to be a suitable covariate in most cases when interpolating L moments (1st and 2nd L-moment) or GEV parameters (location and scale parameter). There is no spatial dependence identified for L-skewness or shape parameter of GEV distribution and in the future one should concentrate on how a superior spatial model can be identified in this context.
机译:在未凝固地位的极端降水量的可靠估计被认为是水文学研究的关键运动。本研究旨在确定在区域内任何返回期内的空间地图(即未吞省估计)的准确方法。该研究比较以下方法:L-MOCENTS表示的数据摘要,极值分布的参数插值和返回周期分位数的插值。考虑了一些插值方案;但是,目的是评估采用辅助数据的方案。该方案比较是普通的克里格,克里格与外部漂移(KED)和更传统的逆距离加权。次要数据即高程,卫星的平均年降水量(MAP),距离最近的海岸(CD)和地理坐标的距离在KED系统中纳入。从华东地区76个测量站的年度最大1天降水系列已被用来评估表现。使用L-MOCENTS方法的适用于研究区的广义极值(GEV)分布用于分析极端沉淀的频率。发现GEV分布的内插参数或L-矩的方法应该是在任何返回期间估算设计值的自然选择。然而,就误差统计而言,与内插L-矩的方法相比,内插参数的方法具有较低的RMSE值。定量内插值的方法表现最差,并且不应在实施中的内插返回期值方面使用。当鉴定了重要的协变量时,ked被认为是最合适的插值方案。在大多数情况下,在内插L矩(第1和第2矩)或GEV参数(位置和比例参数)时,该地图在大多数情况下是合适的协变量。对于GEV分布的L-Skewness或形状参数而识别出识别的空间依赖性,并且在未来,应该专注于如何在这种情况下识别出卓越的空间模型。

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