The FLO Diffusive 1D-2D Model for Simulation of River Flooding

An integrated 1D-2D model for the solution of the diffusive approximation of the shallow water equations, named FLO, is proposed in the present paper. Governing equations are solved using the MArching in Space and Time (MAST) approach. The 2D floodplain domain is discretized using a triangular mesh,...

Full description

Bibliographic Details
Main Authors: Costanza Aricò, Pasquale Filianoti, Marco Sinagra, Tullio Tucciarelli
Format: Article
Language:English
Published: MDPI AG 2016-05-01
Series:Water
Subjects:
Online Access:http://www.mdpi.com/2073-4441/8/5/200
id doaj-41fb733d0f8745029919afcdbea1b57f
record_format Article
spelling doaj-41fb733d0f8745029919afcdbea1b57f2020-11-24T20:54:32ZengMDPI AGWater2073-44412016-05-018520010.3390/w8050200w8050200The FLO Diffusive 1D-2D Model for Simulation of River FloodingCostanza Aricò0Pasquale Filianoti1Marco Sinagra2Tullio Tucciarelli3Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali (DICAM), Università di Palermo, viale delle Scienze, 90128 Palermo, ItalyDipartimento di Ingegneria Civile, dell’ Energia, dell’Ambiente e dei Materiali, Università Mediterranea di Reggio Calabria, Via Graziella Loc. Feo di Vito, 89122 Reggio Calabria, ItalyDipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali (DICAM), Università di Palermo, viale delle Scienze, 90128 Palermo, ItalyDipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali (DICAM), Università di Palermo, viale delle Scienze, 90128 Palermo, ItalyAn integrated 1D-2D model for the solution of the diffusive approximation of the shallow water equations, named FLO, is proposed in the present paper. Governing equations are solved using the MArching in Space and Time (MAST) approach. The 2D floodplain domain is discretized using a triangular mesh, and standard river sections are used for modeling 1D flow inside the section width occurring with low or standard discharges. 1D elements, inside the 1D domain, are quadrilaterals bounded by the trace of two consecutive sections and by the sides connecting their extreme points. The water level is assumed to vary linearly inside each quadrilateral along the flow direction, but to remain constant along the direction normal to the flow. The computational cell can share zero, one or two nodes with triangles of the 2D domain when lateral coupling occurs and more than two nodes in the case of frontal coupling, if the corresponding section is at one end of the 1D channel. No boundary condition at the transition between the 1D-2D domain has to be solved, and no additional variable has to be introduced. Discontinuities arising between 1D and 2D domains at 1D sections with a top width smaller than the trace of the section are properly solved without any special restriction on the time step.http://www.mdpi.com/2073-4441/8/5/2001D-2D couplingfloodplainsmain channelnumerical methodshallow water equations
collection DOAJ
language English
format Article
sources DOAJ
author Costanza Aricò
Pasquale Filianoti
Marco Sinagra
Tullio Tucciarelli
spellingShingle Costanza Aricò
Pasquale Filianoti
Marco Sinagra
Tullio Tucciarelli
The FLO Diffusive 1D-2D Model for Simulation of River Flooding
Water
1D-2D coupling
floodplains
main channel
numerical method
shallow water equations
author_facet Costanza Aricò
Pasquale Filianoti
Marco Sinagra
Tullio Tucciarelli
author_sort Costanza Aricò
title The FLO Diffusive 1D-2D Model for Simulation of River Flooding
title_short The FLO Diffusive 1D-2D Model for Simulation of River Flooding
title_full The FLO Diffusive 1D-2D Model for Simulation of River Flooding
title_fullStr The FLO Diffusive 1D-2D Model for Simulation of River Flooding
title_full_unstemmed The FLO Diffusive 1D-2D Model for Simulation of River Flooding
title_sort flo diffusive 1d-2d model for simulation of river flooding
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2016-05-01
description An integrated 1D-2D model for the solution of the diffusive approximation of the shallow water equations, named FLO, is proposed in the present paper. Governing equations are solved using the MArching in Space and Time (MAST) approach. The 2D floodplain domain is discretized using a triangular mesh, and standard river sections are used for modeling 1D flow inside the section width occurring with low or standard discharges. 1D elements, inside the 1D domain, are quadrilaterals bounded by the trace of two consecutive sections and by the sides connecting their extreme points. The water level is assumed to vary linearly inside each quadrilateral along the flow direction, but to remain constant along the direction normal to the flow. The computational cell can share zero, one or two nodes with triangles of the 2D domain when lateral coupling occurs and more than two nodes in the case of frontal coupling, if the corresponding section is at one end of the 1D channel. No boundary condition at the transition between the 1D-2D domain has to be solved, and no additional variable has to be introduced. Discontinuities arising between 1D and 2D domains at 1D sections with a top width smaller than the trace of the section are properly solved without any special restriction on the time step.
topic 1D-2D coupling
floodplains
main channel
numerical method
shallow water equations
url http://www.mdpi.com/2073-4441/8/5/200
work_keys_str_mv AT costanzaarico theflodiffusive1d2dmodelforsimulationofriverflooding
AT pasqualefilianoti theflodiffusive1d2dmodelforsimulationofriverflooding
AT marcosinagra theflodiffusive1d2dmodelforsimulationofriverflooding
AT tulliotucciarelli theflodiffusive1d2dmodelforsimulationofriverflooding
AT costanzaarico flodiffusive1d2dmodelforsimulationofriverflooding
AT pasqualefilianoti flodiffusive1d2dmodelforsimulationofriverflooding
AT marcosinagra flodiffusive1d2dmodelforsimulationofriverflooding
AT tulliotucciarelli flodiffusive1d2dmodelforsimulationofriverflooding
_version_ 1716794155880939520