A fractional-order infiltration model to improve the simulation of rainfall/runoff in combination with a 2D shallow water model

Author:

Fernández-Pato J.12,Gracia J. L.3,García-Navarro P.1

Affiliation:

1. LIFTEC-CSIC, University of Zaragoza, Zaragoza, Spain

2. Hydronia-Europe SL, Madrid, Spain

3. Department of Applied Mathematics and IUMA, University of Zaragoza, Spain

Abstract

Abstract In this work, a distributed two-dimensional (2D) shallow water (SW) flow model is combined with a fractional-order version of the Green-Ampt (FOGA) infiltration law to improve rainfall/runoff simulation in real catchments. The surface water model is based on a robust finite volume method on triangular grids that can handle flow over dry bed and multiple wet/dry fronts. When supplied with adequate infiltration laws, this model can provide useful information in surface hydrology. The classical Green-Ampt law is generalized by using a Caputo fractional derivative of order less than or equal to 1 in Darcy's law. The novelty of this combination is that, on the one hand, the distributed SW simulation provides a detailed surface water distribution and, on the other hand, the FOGA model offers the possibility to model infiltration rates not monotonically decreasing. In order to obtain the best results, a non-uniform order of the fractional derivative depending on the cumulative infiltration and the existence of available surface water is proposed for realistic cases. This allows significant improvement of previous published numerical results in the literature for several storm events in catchments where the infiltration process occurs.

Publisher

IWA Publishing

Subject

Atmospheric Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering,Water Science and Technology

Reference47 articles.

1. A hybrid method for flood simulation in small catchments combining hydrodynamic and hydrological techniques;Journal of Hydrology,2016

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3. Borthwick, M. 2010 Application of Fractional Calculus to Rainfall-Streamflow Modelling . PhD Thesis. University of Plymouth.

4. Influence of mesh structure on 2D full shallow water equations and SCS Curve Number simulation of rainfall/runoff events;Journal of Hydrology,2012

5. A simple and efficient unstructured finite volume scheme for solving the shallow water equations in overland flow applications;Water Resources Research,2015

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