Flood Simulation Using a Well-Balanced Shallow Flow ModelSource: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 009Author:Qiuhua Liang
DOI: 10.1061/(ASCE)HY.1943-7900.0000219Publisher: American Society of Civil Engineers
Abstract: This work extends and improves a one-dimensional shallow flow model to two-dimensional (2D) for real-world flood simulations. The model solves a prebalanced formulation of the fully 2D shallow water equations, including friction source terms using a finite volume Godunov-type numerical scheme. A reconstruction method ensuring nonnegative depth is used along with a Harten, Lax, and van Leer approximate Riemann solver with the contact wave restored for calculation of interface fluxes. A local bed modification method is proposed to maintain the well-balanced property of the algorithm for simulations involving wetting and drying. Second-order accurate scheme is achieved by using the slope limited linear reconstruction together with a Runge-Kutta time integration method. The model is applicable to calculate different types of flood wave ranging from slow-varying inundations to extreme and violent floods, propagating over complex domains including natural terrains and dense urban areas. After validating against an analytical case of flow sloshing in a domain with a parabolic bed profile, the model is applied to simulate an inundation event in a
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contributor author | Qiuhua Liang | |
date accessioned | 2017-05-08T21:50:49Z | |
date available | 2017-05-08T21:50:49Z | |
date copyright | September 2010 | |
date issued | 2010 | |
identifier other | %28asce%29hy%2E1943-7900%2E0000242.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64048 | |
description abstract | This work extends and improves a one-dimensional shallow flow model to two-dimensional (2D) for real-world flood simulations. The model solves a prebalanced formulation of the fully 2D shallow water equations, including friction source terms using a finite volume Godunov-type numerical scheme. A reconstruction method ensuring nonnegative depth is used along with a Harten, Lax, and van Leer approximate Riemann solver with the contact wave restored for calculation of interface fluxes. A local bed modification method is proposed to maintain the well-balanced property of the algorithm for simulations involving wetting and drying. Second-order accurate scheme is achieved by using the slope limited linear reconstruction together with a Runge-Kutta time integration method. The model is applicable to calculate different types of flood wave ranging from slow-varying inundations to extreme and violent floods, propagating over complex domains including natural terrains and dense urban areas. After validating against an analytical case of flow sloshing in a domain with a parabolic bed profile, the model is applied to simulate an inundation event in a | |
publisher | American Society of Civil Engineers | |
title | Flood Simulation Using a Well-Balanced Shallow Flow Model | |
type | Journal Paper | |
journal volume | 136 | |
journal issue | 9 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)HY.1943-7900.0000219 | |
tree | Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 009 | |
contenttype | Fulltext |