2021
DOI: 10.3390/hydrology8040146
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An Efficient GPU Implementation of a Coupled Overland-Sewer Hydraulic Model with Pollutant Transport

Abstract: Numerical simulation of flows that consider interaction between overland and drainage networks has become a practical tool to prevent and mitigate flood situations in urban environments, especially when dealing with intense storm events, where the limited capacity of the sewer systems can be a trigger for flooding. Additionally, in order to prevent any kind of pollutant dispersion through the drainage network, it is very interesting to have a certain monitorization or control over the quality of the water that… Show more

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Cited by 16 publications
(4 citation statements)
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“…Several examples of these approaches have been seen in recent years [83][84][85][86][87][88][89][90], including 1D-1D dual-drainage models [91,92], in which both the overland and sewer flows are computed with 1D equations, and 1D-2D dual-drainage models that consider the full interaction between the 2D overland flow and the 1D sewer network through gullies and manholes [83,86,[93][94][95]. Along the same lines as the latter, several publications in recent years have presented dual-drainage models that couple a 2D inundation-flow model with the well-established Storm-Water-Management Model (SWMM) [93,94,[96][97][98][99][100][101]. Other, simpler approaches that only account for the 2D overland flow and that do not resolve the flow within the sewer network have also been used to model pluvial flooding [101][102][103].…”
Section: Modelling Flood Hazardmentioning
confidence: 99%
See 1 more Smart Citation
“…Several examples of these approaches have been seen in recent years [83][84][85][86][87][88][89][90], including 1D-1D dual-drainage models [91,92], in which both the overland and sewer flows are computed with 1D equations, and 1D-2D dual-drainage models that consider the full interaction between the 2D overland flow and the 1D sewer network through gullies and manholes [83,86,[93][94][95]. Along the same lines as the latter, several publications in recent years have presented dual-drainage models that couple a 2D inundation-flow model with the well-established Storm-Water-Management Model (SWMM) [93,94,[96][97][98][99][100][101]. Other, simpler approaches that only account for the 2D overland flow and that do not resolve the flow within the sewer network have also been used to model pluvial flooding [101][102][103].…”
Section: Modelling Flood Hazardmentioning
confidence: 99%
“…The development of CUDA, a parallel-computing platform and programming model developed by NVIDIA for general computing on graphical processing units, has enabled modellers to develop GPU parallelizations of shallow-water codes applied to flood modelling that yield increases in the computational time of up to two orders of magnitude with respect to the standard sequential implementation on CPUs [104]. Some of these studies implement shared-memory GPU parallelization algorithms [39,98,[105][106][107][108][109][110] while others go one step beyond with the implementation of multi-GPU parallelization schemes [111,112]. Although implementations on multiple CPUs are less common nowadays, several 2D flood-inundation models have also been parallelized using sharedmemory (OpenMP) as well as distributed-memory (Message Passing Interface, MPI) standards [39,59,73,[113][114][115].…”
Section: Modelling Flood Hazardmentioning
confidence: 99%
“…A large number of studies appeared on shallow water modelling on GPUs in the last decade. In most of these studies, an explicit time integration method was used; see for example [5][6][7][8][9][10][11][12][13][14]. Very often, these GPU codes were developed for flood inundation.…”
Section: Introductionmentioning
confidence: 99%
“…As the computational efficiency of the numerical method used is limited by the stability restriction, a CUDA-based implementation on GPU is used. This is the core tool of the RiverFlow2D-GPU software developed by the authors and distributed by Hydronia LLC [10][11][12][13]. It is able to develop a transient flow analysis taking into account several scenarios.…”
Section: Introductionmentioning
confidence: 99%