2018
DOI: 10.1007/s11069-018-3331-y
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A comparison of simplified conceptual models for rapid web-based flood inundation mapping

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Cited by 61 publications
(51 citation statements)
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“…Hazard assessment consists instead in the determination of the degree of inundation, described not only by the spatial extent of the flooded area but also, and more importantly, by the water depth (and velocity) distribution within it, as key variable(s) to assess flood damage and risk. Despite continuous improvements in hydraulic modelling, which have led to the availability of several hydrodynamic models with different complexity [5][6][7][8][9][10][11], high resolution flood hazard maps, including information of interest, are generally available only for small portions of flood prone areas [12][13][14]. As a matter of fact, running complex hydrodynamic models is largely demanding in terms of high requirements for input data quality, computational time and long-lasting calibration processes.…”
Section: Introductionmentioning
confidence: 99%
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“…Hazard assessment consists instead in the determination of the degree of inundation, described not only by the spatial extent of the flooded area but also, and more importantly, by the water depth (and velocity) distribution within it, as key variable(s) to assess flood damage and risk. Despite continuous improvements in hydraulic modelling, which have led to the availability of several hydrodynamic models with different complexity [5][6][7][8][9][10][11], high resolution flood hazard maps, including information of interest, are generally available only for small portions of flood prone areas [12][13][14]. As a matter of fact, running complex hydrodynamic models is largely demanding in terms of high requirements for input data quality, computational time and long-lasting calibration processes.…”
Section: Introductionmentioning
confidence: 99%
“…Consequently, a new group of flood hazard estimating procedures has emerged in recent years as a viable substitute for more complex hydraulic simulations, when a rapid determination of flood depths in large-scale and/or data-sparse areas is needed. These methods, referred as "zero-dimensional (0D) models" or "simplified conceptual models" [8,10,14], do not involve the solution of physically based equations and rely on simplified hydraulic assumptions and/or considerations on the characteristics of the terrain. Some of these models are suitable for scenario modelling in ex-ante quantitative flood risk assessments within FRMPs: the Planar method (or TVD model) [17], Rapid Flood Spreading Method (RFSM) [18] and Height Above Nearest Drainage network method (HAND) [19,20] are examples of 0D models that supply a rapid prediction of the extent of inundation and the flood depth distribution within the flooded area.…”
Section: Introductionmentioning
confidence: 99%
“…However, depending on the topography of the region of interest, existence of natural or artificial infrastructures that affect the water discharge like waterfalls or dams, the HAND model can produce different accuracies. In the studies reported by Momo [28] and McGrath et al [29], the HAND model was able to obtain flood extents that compared closely to actual flooded areas; however, in Reference [30], the generated HAND model considerably overestimated the real flooded extent. Despite the capability of the HAND model to predict the flood extent and its straightforward approach, the model is highly susceptible to the accuracy of hydrologically conditioned Digital Terrain Models (DTM).…”
Section: Introductionmentioning
confidence: 92%
“…Moussa and Cheviron, 2015). Some methods choose to couple 1-D and 2-D models, the former for streamflow routing and the latter for overbank flow (Morales-Hernández et al, 2016). Despite the accuracy of such models, studies often try to further simplify them because of the large computing time to simulate small areas and the lack of precise data required to run these models.…”
Section: Introductionmentioning
confidence: 99%
“…Other methods derive inundation maps from topographic information only: one can cite EXZECO (Pons et al, 2010), which introduces elevation noise in the DEM in order to create a single map of "maximum flow accumulation" that can be seen as a potential inundation area, and HAND ("height above nearest drainage"), a descriptor originally used for terrain classification (Rennó et al, 2008;Nobre et al, 2011), which has recently been adapted to static flood inundation mapping (Nobre et al, 2016) and is increasingly used to produce flood maps (e.g. Afshari et al, 2018;Speckhann et al, 2018;McGrath et al, 2018). HAND calculates the difference between river cells' elevation and that of the connected floodplain cells, thus giving relative height information which can be compared to observed flood depths and the corresponding inundation extent.…”
Section: Introductionmentioning
confidence: 99%