Abstract

Abstract. Hydrological models are usually systems of nonlinear differential equations for which no analytical solutions exist and thus rely on numerical solutions. While some studies have investigated the relationship between numerical method choice and model error, the extent to which extreme precipitation such as that observed during hurricanes Harvey and Katrina impacts numerical error of hydrological models is still unknown. This knowledge is relevant in light of climate change, where many regions will likely experience more intense precipitation. In this experiment, a large number of hydrographs are generated with the modular modeling framework FUSE (Framework for Understanding Structural Errors), using eight numerical techniques across a variety of forcing data sets. All constructed models are conceptual and lumped. Multiple model structures, parameter sets, and initial conditions are incorporated for generality. The computational cost and numerical error associated with each hydrograph were recorded. Numerical error is assessed via root mean square error and normalized root mean square error. It was found that the root mean square error usually increases with precipitation intensity and decreases with event duration. Some numerical methods constrain errors much more effectively than others, sometimes by many orders of magnitude. Of the tested numerical methods, a second-order adaptive explicit method is found to be the most efficient because it has both a small numerical error and a low computational cost. A small literature review indicates that many popular modeling codes use numerical techniques that were suggested by this experiment to be suboptimal. We conclude that relatively large numerical errors may be common in current models, highlighting the need for robust numerical techniques, in particular in the face of increasing precipitation extremes.

Highlights

  • Computational hydrological models describe the movement and distribution of water within a region

  • This study aims to examine the relationship between precipitation extremeness and numerical error for a variety of numerical methods implemented in hydrological models

  • Though the dimensional space tested in this experiment is reasonably large, it does not cover all possible behaviors of its dimensions

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Summary

Introduction

Computational hydrological models describe the movement and distribution of water within a region. They enjoy frequent use within and outside of academia, addressing a diversity of topics from the determination of catchment characteristics (Kirchner, 2009; Rempe and Dietrich, 2014; Wrede et al, 2015; Melsen et al, 2018), and assessing water supply security (Paton et al, 2013), to deciding which areas are in danger of flooding (Jasper et al, 2002; Madsen et al, 2014). Differential equations are used to describe the relationships between fluxes and state variables. These differential equations are often highly nonlinear, meaning that it is impossible to obtain their exact solutions. Approximate solutions to these systems of differential equations are possible through a variety of numeri-

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