Comparative evaluation of 1D and quasi-2D hydraulic models based on benchmark and real-world applications for uncertainty assessment in flood mapping

Comparative evaluation of 1D and quasi-2D hydraulic models based on benchmark and real-world applications for uncertainty assessment in flood mapping

•We employ benchmark tests to analyze the inherent uncertainties of three flood routing models.•We test multiple model configurations against input data generated via Monte Carlo simulation.•The model outputs deviate from normality and exhibit negative skewness and fat tails.•Models are mainly sensi...

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Bibliographic Details
Published in:Journal of hydrology (Amsterdam) Vol. 534; pp. 478 - 492
Main Authors: Dimitriadis, Panayiotis, Tegos, Aristoteles, Oikonomou, Athanasios, Pagana, Vassiliki, Koukouvinos, Antonios, Mamassis, Nikos, Koutsoyiannis, Demetris, Efstratiadis, Andreas
Format: Journal Article
Language:English
Published: Elsevier B.V 01-03-2016
Subjects:
Benchmarking
Channels
Flood inundation
Flood mapping
Floods
Freshwater
Hydrology
Mathematical models
Monte-Carlo simulation
Roughness
Sensitivity analysis
Uncertainty
MED, Greece
Flood inundation
Uncertainty
Sensitivity analysis
Monte-Carlo simulation
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Summary:•We employ benchmark tests to analyze the inherent uncertainties of three flood routing models.•We test multiple model configurations against input data generated via Monte Carlo simulation.•The model outputs deviate from normality and exhibit negative skewness and fat tails.•Models are mainly sensitive against the inflow discharge and the channel friction.•Two real-world studies under limited data confirm the outcomes of benchmark analyses. One-dimensional and quasi-two-dimensional hydraulic freeware models (HEC-RAS, LISFLOOD-FP and FLO-2d) are widely used for flood inundation mapping. These models are tested on a benchmark test with a mixed rectangular–triangular channel cross section. Using a Monte-Carlo approach, we employ extended sensitivity analysis by simultaneously varying the input discharge, longitudinal and lateral gradients and roughness coefficients, as well as the grid cell size. Based on statistical analysis of three output variables of interest, i.e. water depths at the inflow and outflow locations and total flood volume, we investigate the uncertainty enclosed in different model configurations and flow conditions, without the influence of errors and other assumptions on topography, channel geometry and boundary conditions. Moreover, we estimate the uncertainty associated to each input variable and we compare it to the overall one. The outcomes of the benchmark analysis are further highlighted by applying the three models to real-world flood propagation problems, in the context of two challenging case studies in Greece.
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ISSN:0022-1694
1879-2707
DOI:10.1016/j.jhydrol.2016.01.020