Reference Solutions and Error Budget for Rainfall-Driven Overland Flow Models

This record contains the reference solutions and supplemental materials for the paper "Reference Solutions and Error Budget for Rainfall-Driven Overland Flow Models" by Gurhan Gurarslan (Pamukkale University). Contents 1. Reference solutions (outlet hydrographs sampled every 30 s) for the kinematic, diffusion, and dynamic wave (Saint-Venant) models of overland flow on a plane- Three classical benchmark problems: Example 1 of Kazezyilmaz-Alhan and Medina (2007) and cases A and C of Govindaraju et al. (1990).- A parametric set of 32 configurations: eight bed slopes (F0^2K = 0.07-170), two hyetographs, and zero-gradient and critical-depth outlets.- Uncertainty estimates of the references from mesh refinement. 2. Supplemental materials- Table S1: convergence of the WENO5 scheme.- Table S2: comparison of four reconstructions.- Details on the time-integration error and the computational cost. The reference hydrographs can be used to verify overland flow codes and to separate discretization, model, and outlet-condition errors.

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Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2026-11-11
DOI
https://doi.org/10.5281/zenodo.24121925
Primary Topic
Hydrology and Watershed Management Studies
Type
article
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article

Reference Solutions and Error Budget for Rainfall-Driven Overland Flow Models

Gürhan Gürarslan
Zenodo (CERN European Organization for Nuclear Research)
Hydrology and Watershed Management Studies
article

Reference Solutions and Error Budget for Rainfall-Driven Overland Flow Models

Gürhan Gürarslan
article en

Abstract

This record contains the reference solutions and supplemental materials for the paper "Reference Solutions and Error Budget for Rainfall-Driven Overland Flow Models" by Gurhan Gurarslan (Pamukkale University). Contents 1. Reference solutions (outlet hydrographs sampled every 30 s) for the kinematic, diffusion, and dynamic wave (Saint-Venant) models of overland flow on a plane- Three classical benchmark problems: Example 1 of Kazezyilmaz-Alhan and Medina (2007) and cases A and C of Govindaraju et al. (1990).- A parametric set of 32 configurations: eight bed slopes (F0^2K = 0.07-170), two hyetographs, and zero-gradient and critical-depth outlets.- Uncertainty estimates of the references from mesh refinement. 2. Supplemental materials- Table S1: convergence of the WENO5 scheme.- Table S2: comparison of four reconstructions.- Details on the time-integration error and the computational cost. The reference hydrographs can be used to verify overland flow codes and to separate discretization, model, and outlet-condition errors.

Zenodo (CERN European Organization for Nuclear Research)
Pamukkale University (TR)
Hydrology and Watershed Management Studies
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