Abstract

Geographical constraints limit the number and placement of gauges, especially in mountainous regions, so that rainfall values over the ungauged regions are generally estimated through spatial interpolation. However, spatial interpolation easily misses the representation of the overall rainfall distribution due to undersampling if the number of stations is insufficient. In this study, two algorithms based on the multivariate regression-kriging (RK) and merging spatial interpolation techniques were developed to adjust rain fields from unreliable radar estimates using gauge observations as target values for the high-elevation Chenyulan River watershed in Taiwan. The developed geostatistical models were applied to the events of five moderate to high magnitude typhoons, namely Kalmaegi, Morakot, Fungwong, Sinlaku, and Fanapi, that struck Taiwan in the past 12 years, such that the QPESUMS’ (quantitative precipitation estimation and segregation using multiple sensors) radar rainfall data could be reasonably corrected with accuracy, especially when the sampling conditions were inadequate. The interpolated rainfall values by the RK and merging techniques were cross validated with the gauge measurements and compared to the interpolated results from the ordinary kriging (OK) method. The comparisons and performance evaluations were carried out and analyzed from three different aspects (error analysis, hyetographs, and data scattering plots along the 45-degree reference line). Based on the results, it was clearly shown that both of the RK and merging methods could effectively produce reliable rainfall data covering the study watershed. Both approaches could improve the event rainfall values, with the root-mean-square error (RMSE) reduced by up to roughly 30% to 40% at locations inside the watershed. The averaged coefficient of efficiency (CE) from the adjusted rainfall data could also be improved to the level of 0.84 or above. It was concluded that the original QPESUMS rainfall data through the process of RK or merging spatial interpolations could be corrected with better accuracy for most stations tested. According to the error analysis, relatively, the RK procedure, when applied to the five typhoon events, consistently made better adjustments on the original radar rainfall data than the merging method did for fitting to the gauge data. In addition, the RK and merging methods were demonstrated to outperform the univariate OK method for correcting the radar data, especially for the locations with the issues of having inadequate numbers of gauge stations around them or distant from each other.

Highlights

  • Hydrologic predictions in terms of surface runoff are critically important to disaster mitigation as well as water resource planning and management

  • The results showed that simple kriging with varying local means (SKlm), kriging with external drift (KED), and CK outperformed the conventional Thiessen polygon [53], inverse distance weighting (IDW), ordinary kriging (OK), and linear regression

  • The algorithms, according to the above-described RK and merging methods, were coded in the R language and applied to the Chenyulan river watershed to correct the raw radar rainfall data recorded under five selected severe typhoon events in last decade, which are typhoons Kalmaegi, Morakot, Fungwong, Sinlaku, and Fanapi

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Summary

Introduction

Hydrologic predictions in terms of surface runoff are critically important to disaster mitigation as well as water resource planning and management. Tremendous efforts have been dedicated to the development of numerical models by researchers over the years in attempts to accurately simulate the hydrologic responses of targeted areas during severe weather events. With the increase in computational power and availability of high resolution spatial and temporal data, physically based distributed models have rapidly gained popularity over empirically based lumped models. An increase in streamflow prediction accuracy can be achieved with the inclusion of the detailed geophysical and meteorological characteristics of areas of interest. The performances of distributed and lumped models have been assessed (e.g., [1,2,3,4]). Studies on the implementation of the distributed model for a variety of hydrologic applications can be found in [5,6,7,8,9,10]

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