Numerical simulation of flow and bed morphology in the case of dam break floods with vegetation effect
The purpose of this study is to establish a depth-averaged 2-D hydrodynamic and sediment transport model for the dambreak flows with vegetation effect. The generalized shallow water equations are solved using an explicit finite volume method with unstructured quadtree rectangular grid, and in the hy...
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| Published in | Journal of hydrodynamics. Series B Vol. 28; no. 1; pp. 23 - 32 |
|---|---|
| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
Singapore
Elsevier Ltd
01.02.2016
Springer Singapore |
| Subjects | |
| Online Access | Get full text |
| ISSN | 1001-6058 1878-0342 |
| DOI | 10.1016/S1001-6058(16)60604-2 |
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| Abstract | The purpose of this study is to establish a depth-averaged 2-D hydrodynamic and sediment transport model for the dambreak flows with vegetation effect. The generalized shallow water equations are solved using an explicit finite volume method with unstructured quadtree rectangular grid, and in the hydrodynamic model, a Harten-Lax-Van Leer（HLL） approximate Riemann solver is used to calculate the intercell flux for capturing the dry-to-wet moving boundary. The sediment transport and bed variation equations in a coupled fashion are calculated by including the bed variation and the variable flow density in the flow continuity and momentum equations. The drag force of vegetation is modeled as the sink terms in the momentum equations. The developed model is tested against lab experiments of the dam-break flows over a fix bed and a movable bed in vegetated and non-vegetated channels. The results are compared with experimental data, and good agreement is obtained. It is shown that the reduced velocity under vegetated conditions leads to a decrease of the peak discharge and a rise of the water level of rivers and also an enhancement of the sediment deposition. |
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| AbstractList | The purpose of this study is to establish a depth-averaged 2-D hydrodynamic and sediment transport model for the dam-break flows with vegetation effect. The generalized shallow water equations are solved using an explicit finite volume method with unstructured quadtree rectangular grid, and in the hydrodynamic model, a Harten-Lax-Van Leer (HLL) approximate Riemann solver is used to calculate the intercell flux for capturing the dry-to-wet moving boundary. The sediment transport and bed variation equations in a coupled fashion are calculated by including the bed variation and the variable flow density in the flow continuity and momentum equations. The drag force of vegetation is modeled as the sink terms in the momentum equations. The developed model is tested against lab experiments of the dam-break flows over a fix bed and a movable bed in vegetated and non-vegetated channels. The results are compared with experimental data, and good agreement is obtained. It is shown that the reduced velocity under vegetated conditions leads to a decrease of the peak discharge and a rise of the water level of rivers and also an enhancement of the sediment deposition. The purpose of this study is to establish a depth-averaged 2-D hydrodynamic and sediment transport model for the dambreak flows with vegetation effect. The generalized shallow water equations are solved using an explicit finite volume method with unstructured quadtree rectangular grid, and in the hydrodynamic model, a Harten-Lax-Van Leer（HLL） approximate Riemann solver is used to calculate the intercell flux for capturing the dry-to-wet moving boundary. The sediment transport and bed variation equations in a coupled fashion are calculated by including the bed variation and the variable flow density in the flow continuity and momentum equations. The drag force of vegetation is modeled as the sink terms in the momentum equations. The developed model is tested against lab experiments of the dam-break flows over a fix bed and a movable bed in vegetated and non-vegetated channels. The results are compared with experimental data, and good agreement is obtained. It is shown that the reduced velocity under vegetated conditions leads to a decrease of the peak discharge and a rise of the water level of rivers and also an enhancement of the sediment deposition. The purpose of this study is to establish a depth-averaged 2-D hydrodynamic and sediment transport model for the dambreak flows with vegetation effect. The generalized shallow water equations are solved using an explicit finite volume method with unstructured quadtree rectangular grid, and in the hydrodynamic model, a Harten-Lax-Van Leer (HLL) approximate Riemann solver is used to calculate the intercell flux for capturing the dry-to-wet moving boundary. The sediment transport and bed variation equations in a coupled fashion are calculated by including the bed variation and the variable flow density in the flow continuity and momentum equations. The drag force of vegetation is modeled as the sink terms in the momentum equations. The developed model is tested against lab experiments of the dam-break flows over a fix bed and a movable bed in vegetated and non-vegetated channels. The results are compared with experimental data, and good agreement is obtained. It is shown that the reduced velocity under vegetated conditions leads to a decrease of the peak discharge and a rise of the water level of rivers and also an enhancement of the sediment deposition. |
| Author | 张明亮 许媛媛 乔洋 姜恒志 张钟哲 张国胜 |
| AuthorAffiliation | School of Ocean Science and Environment, Dalian Ocean University, Dalian 116023, China National Marine Environmental Monitoring Center, Dalian 116023, China |
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| Cites_doi | 10.1017/S0022112002008455 10.1016/j.apm.2012.02.049 10.1061/(ASCE)0733-9429(2007)133:1(48) 10.1016/j.advwatres.2009.11.004 10.1061/(ASCE)0733-9429(2002)128:11(956) 10.1002/fld.2300 10.1016/j.apm.2011.11.088 10.1061/(ASCE)0733-9429(2004)130:7(689) 10.1016/S1001-6058(15)60453-X 10.1080/19942060.2009.11015264 10.1016/j.advwatres.2009.02.010 10.1016/S1001-6058(11)60391-1 10.1016/j.advwatres.2008.06.001 10.1061/(ASCE)0733-9429(1998)124:5(493) 10.1007/s11433-013-5294-z 10.1016/S1001-6058(11)60370-4 10.1007/s11431-011-4643-2 |
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| Copyright | 2016 Publishing House for Journal of Hydrodynamics China Ship Scientific Research Center 2016 Copyright © Wanfang Data Co. Ltd. All Rights Reserved. |
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| DocumentTitleAlternate | Numerical simulation of flow and bed morphology in the case of dam break floods with vegetation effect |
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| Keywords | vegetation effect sediment transport finite volume method Harten-Lax-Van Leer (HLL) approximate Riemann solver |
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| Notes | 31-1563/T The purpose of this study is to establish a depth-averaged 2-D hydrodynamic and sediment transport model for the dambreak flows with vegetation effect. The generalized shallow water equations are solved using an explicit finite volume method with unstructured quadtree rectangular grid, and in the hydrodynamic model, a Harten-Lax-Van Leer（HLL） approximate Riemann solver is used to calculate the intercell flux for capturing the dry-to-wet moving boundary. The sediment transport and bed variation equations in a coupled fashion are calculated by including the bed variation and the variable flow density in the flow continuity and momentum equations. The drag force of vegetation is modeled as the sink terms in the momentum equations. The developed model is tested against lab experiments of the dam-break flows over a fix bed and a movable bed in vegetated and non-vegetated channels. The results are compared with experimental data, and good agreement is obtained. It is shown that the reduced velocity under vegetated conditions leads to a decrease of the peak discharge and a rise of the water level of rivers and also an enhancement of the sediment deposition. finite volume method Harten-Lax-Van Leer（HLL） approximate Riemann solver sediment transport vegetation effect Ming-liang ZHANG , Yuan-yuan XU ,Yang QIAO , Heng-zhi JIANG, Zhong-zhe ZHANG, Guo-sheng ZHANG（1. School of Ocean Science and Environment, Dalian Ocean University, Dalian 116023, China;2. National Marine Environmental Monitoring Center, Dalian 116023, China） ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
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| PublicationTitle | Journal of hydrodynamics. Series B |
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| Snippet | The purpose of this study is to establish a depth-averaged 2-D hydrodynamic and sediment transport model for the dambreak flows with vegetation effect. The... The purpose of this study is to establish a depth-averaged 2-D hydrodynamic and sediment transport model for the dam-break flows with vegetation effect. The... The purpose of this study is to establish a depth-averaged 2-D hydrodynamic and sediment transport model for the dam- break flows with vegetation effect. The... |
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| SubjectTerms | Channels Computational fluid dynamics Engineering Engineering Fluid Dynamics finite volume method Fluid flow Freshwater Harten-Lax-Van Leer (HLL) approximate Riemann solver Hydrodynamics Hydrology/Water Resources Mathematical analysis Mathematical models Numerical and Computational Physics Sediment transport Simulation Vegetation vegetation effect 动量方程 数值模拟 植被效应 水动力模型 浅水方程 溃坝洪水 运输模型 非结构化网格 |
| Title | Numerical simulation of flow and bed morphology in the case of dam break floods with vegetation effect |
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