Vertical 2D Nonhydrostatic Model Using Mode Splitting for Dam-Break FlowsSource: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 006Author:Zhu Yonghui;Hu Dechao
DOI: 10.1061/(ASCE)HY.1943-7900.0001478Publisher: American Society of Civil Engineers
Abstract: A vertical two-dimensional (2D) nonhydrostatic numerical model for dam-break flows is proposed. This model combines a depth-averaged shallow-water equations (SWEs) model and a nonhydrostatic core using mode splitting. The nonhydrostatic core is solved under the free surface provided by the SWE model, in which tracking the complex and discontinuous free surface of dam-break flows in vertical spaces is avoided. In a test of an ideal dam-break flow, the new model was revealed able to capture the discontinuous free surface of dam-break flows and produce reasonable simulation results for velocity and nonhydrostatic pressure. The proposed model was further tested using an experiment of dam-break flow over dry bed with a trapezoidal step. The new model with the first-order Riemann solver produces a discontinuous reflected wavefront in the simulated free-surface profiles. The simulated free-surface profiles are improved by the new model with the second-order Riemann solver, and further improvements by using the volume-of-fluid (VOF) three-dimensional (3D) model are slight.
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contributor author | Zhu Yonghui;Hu Dechao | |
date accessioned | 2019-02-26T07:49:56Z | |
date available | 2019-02-26T07:49:56Z | |
date issued | 2018 | |
identifier other | %28ASCE%29HY.1943-7900.0001478.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4249700 | |
description abstract | A vertical two-dimensional (2D) nonhydrostatic numerical model for dam-break flows is proposed. This model combines a depth-averaged shallow-water equations (SWEs) model and a nonhydrostatic core using mode splitting. The nonhydrostatic core is solved under the free surface provided by the SWE model, in which tracking the complex and discontinuous free surface of dam-break flows in vertical spaces is avoided. In a test of an ideal dam-break flow, the new model was revealed able to capture the discontinuous free surface of dam-break flows and produce reasonable simulation results for velocity and nonhydrostatic pressure. The proposed model was further tested using an experiment of dam-break flow over dry bed with a trapezoidal step. The new model with the first-order Riemann solver produces a discontinuous reflected wavefront in the simulated free-surface profiles. The simulated free-surface profiles are improved by the new model with the second-order Riemann solver, and further improvements by using the volume-of-fluid (VOF) three-dimensional (3D) model are slight. | |
publisher | American Society of Civil Engineers | |
title | Vertical 2D Nonhydrostatic Model Using Mode Splitting for Dam-Break Flows | |
type | Journal Paper | |
journal volume | 144 | |
journal issue | 6 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)HY.1943-7900.0001478 | |
page | 6018008 | |
tree | Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 006 | |
contenttype | Fulltext |