Technical Papers
Jan 29, 2014

Influence of Rain Gauge Density on Interpolation Method Selection

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 11

Abstract

Accurate estimation of point rainfall at ungauged locations from the measurements at surrounding sites is critical in obtaining a continuous surface of rainfall information. This can be accomplished through numerous interpolation methods, which have different strengths and weaknesses. The accuracy of the resulting continuous surface of rainfall information depends on the density of the point data and observational errors, which in turn affect the integrity of hydrological studies that utilize the data as input. In this study, four interpolation methods—Thiessen polygon, inverse distance weighting (IDW), thin plate, and Kriging—were evaluated at an experimental catchment in South West England at three gauge densities through the leave-one-out cross-validation (LOOCV) method. The numbers of rain gauges used for the three densities were 49, 28, and 10, which were translated to 2.75, 4.82, and 13.5km2 per gauge since the area of the catchment was 135.2km2. The gauge density was found to have an effect on the accuracy of the interpolated results as there was a gradual improvement in the error statistic with a corresponding increase in the gauge density. The results also showed that IDW and Kriging were better than the Thiessen polygon and thin plate methods at all the three gauge densities. The performances of IDW and Kriging were similar, suggesting that Kriging, though complex in nature, does not show greater predictive ability than IDW. It is important to note that there is a significant difference in R2 between the cross-sectional approach and longitudinal approach.

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Acknowledgments

The meteorological data set used in the study was made available by British Atmospheric Data Centre (BADC), United Kingdom. Authors are grateful to the anonymous reviewers for their comments that helped improve the manuscript. The first author would like to thank the Commonwealth Scholarship Commission (CSC), British Council, South Eastern Kenya University, and the Government of Kenya for providing the necessary support and funding for the study.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 11November 2014

History

Received: May 17, 2013
Accepted: Dec 27, 2013
Published online: Jan 29, 2014
Published in print: Nov 1, 2014
Discussion open until: Dec 10, 2014

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Authors

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Hesbon Otieno [email protected]
Ph.D. Student, Dept. of Civil Engineering, Univ. of Bristol, Queen’s Building, University Walk, Bristol BS8 1TR, U.K. (corresponding author). E-mail: [email protected]
Jiaxin Yang
M.Eng. Student, Dept. of Civil Engineering, Univ. of Bristol, Queen’s Building, University Walk, Bristol BS8 1TR, U.K.
Weiwen Liu
M.Eng. Student, Dept. of Civil Engineering, Univ. of Bristol, Queen’s Building, University Walk, Bristol BS8 1TR, U.K.
Dawei Han
Professor, Dept. of Civil Engineering, Univ. of Bristol, Queen’s Building, University Walk, Bristol BS8 1TR, U.K.

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