Operational comparison of rainfall-runoff models through hypothesis testing

James Fidal, Thomas Kjeldsen

Research output: Contribution to journalArticlepeer-review

8 Citations (SciVal)
122 Downloads (Pure)

Abstract

Assessing rainfall-runoff model performance and selecting the model best suited are important considerations in operational hydrology. However, model choice often is heuristic and based on a simplistic comparison of a single performance criterion without considering the statistical significance of differences in performance. This potentially is problematic because interpretation of a single performance criterion is subjective to the user. This paper removed the subjectivity by applying a jackknife split-sample calibration method to create a sample mean of performance for competing models which are used in a paired t-test, allowing statements of statistical significance to be made. A second method was presented based on a hypothesis test in the binomial distribution, considering model performance across a group of catchments. A case study comparing the performance of two rainfall-runoff models across 27 urban catchments within the Thames basin showed that although the urban signal was difficult to detect on single catchment, it was significant across the group of catchments depending upon the choice of performance criteria. These results demonstrated the operational applicability of the new tools and the benefits of considering model performance in a probabilistic framework.

Original languageEnglish
Article number04020005
Pages (from-to)1-26
Number of pages26
JournalJournal of Hydrologic Engineering
Volume25
Issue number4
Early online date6 Feb 2020
DOIs
Publication statusPublished - 30 Apr 2020

Bibliographical note

Funding Information:
The authors thank the three anonymous reviewers for helpful comments which helped improve the paper, and the National River Flow Archive (NRFA) for providing access to hydrological data and catchment shapefiles. Funding from the Engineering and Physical Sciences Research Council (EPSEC) (Grant No. 1552086) is acknowledged. The authors also thank the NERC-funded POLLCURB project for providing access to the hydrological and land-use data used in this study (NE/K002317/1).

Publisher Copyright:
© 2020 American Society of Civil Engineers.

Keywords

  • Comparison techniques
  • Hydrological model
  • Hypothesis test
  • Jackknife split-sample
  • Operational
  • Statistical significance
  • Uncertainty analyses

ASJC Scopus subject areas

  • Environmental Chemistry
  • Civil and Structural Engineering
  • Water Science and Technology
  • General Environmental Science

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