Drag and lift contribution to the incipient motion of partly submerged flooded vehicles

被引:40
作者
Arrighi, C. [1 ]
Alcerreca-Huerta, J. C. [2 ]
Oumeraci, H. [2 ]
Castelli, F. [1 ]
机构
[1] Univ Florence, Dept Civil & Environm Engn, I-50733 Florence, Italy
[2] Tech Univ Carolo Wilhelmina Braunschweig, Leichtweiss Inst Hydraul Engn & Water Resources, D-38106 Braunschweig, Germany
关键词
Flood risk; Froude number; Bluff body; SURFACE; VELOCITY;
D O I
10.1016/j.jfluidstructs.2015.06.010
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
At present, the vehicles instability during an urban flood is recognized as being one of the most exacerbating factors for flood risk, particularly for people's safety. In this work, the incipient motion conditions of flooded vehicles are investigated and discussed. A mobility parameter theta(v) is here introduced as a function of the Froude number of the flow. A 3-dimensional numerical model describing the flow for different regimes past a specific vehicle geometry is presented to clarify the contribution of drag and lift forces to the incipient motion conditions. The results highlight the strong influence of the Froude number on the forces with a different dependence on it of drag and lift coefficients. The numerical results are compared with recent experimental data found in literature on partially submerged vehicles. The comparison confirms the crucial role of the friction coefficient and reveals the uncertainties introduced by the assumption of the car as a rigid body. The estimated force coefficients may provide a useful tool for flood risk assessment and management in urban areas. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:170 / 184
页数:15
相关论文
共 34 条
[11]   An analysis of the causes and circumstances of flood disaster deaths [J].
Jonkman, SN ;
Kelman, I .
DISASTERS, 2005, 29 (01) :75-97
[12]   Vehicle-related flood deaths in the United States, 1995-2005 [J].
Kellar, D. M. M. ;
Schmidlin, T. W. .
JOURNAL OF FLOOD RISK MANAGEMENT, 2012, 5 (02) :153-163
[13]  
Keller R. J., 1993, Research Report No. 69)
[14]   Numerical study of flow patterns and force characteristics for square and rectangular cylinders with wavy surfaces [J].
Lam, K. ;
Lin, Y. F. ;
Zou, L. ;
Liu, Y. .
JOURNAL OF FLUIDS AND STRUCTURES, 2012, 28 :359-377
[15]   The interaction of a bluff body with a vortex wake [J].
Leclercq, D. J. J. ;
Doolan, C. J. .
JOURNAL OF FLUIDS AND STRUCTURES, 2009, 25 (05) :867-888
[16]   Modelling of velocity and turbulence fields around and within low-crested rubble-mound breakwaters [J].
Losada, IJ ;
Lara, JL ;
Christensen, ED ;
Garcia, N .
COASTAL ENGINEERING, 2005, 52 (10-11) :887-913
[17]   Interactions between a rectangular cylinder and a free-surface flow [J].
Malavasi, S. ;
Guadagnini, A. .
JOURNAL OF FLUIDS AND STRUCTURES, 2007, 23 (08) :1137-1148
[18]   Hydrodynamic loading on river bridges [J].
Malavasi, S ;
Guadagnini, A .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2003, 129 (11) :854-861
[19]   An investigation of free surface effects on drag and lift coefficients of an autonomous underwater vehicle (AUV) using computational and experimental fluid dynamics methods [J].
Mansoorzadeh, Sh. ;
Javanmard, E. .
JOURNAL OF FLUIDS AND STRUCTURES, 2014, 51 :161-171
[20]   Landscape, development, technology and drivers: The geography of drownings associated with automobiles in Texas floods, 1950-2004 [J].
Maples, Lauren Z. ;
Tiefenbacher, John P. .
APPLIED GEOGRAPHY, 2009, 29 (02) :224-234