Stability criteria for flooded vehicles: a state‐of‐the‐art review

Hazard conditions related to vehicular circulation are important in flood risk management. The knowledge of vehicles stability when those are exposed to flooding is crucial for an informed flood risk management in urban areas. After losing stability, the vehicle becomes buoyant and may be washed away with potential injuries and fatalities. Therefore, the analysis of the stability of vehicles exposed to flooding is important in order to make decisions to reduce the damages and hazards. Herein a comprehensive state-of-the-art on stability of vehicles exposed to flooding is presented. The different studies have been gathered in experimental, theoretical and guidelines proposals and all of them focusing on parked vehicles. There is a clear need to conduct more research in this field by testing a greater variety of models in order to offer a more general methodology to define stability threshold for any vehicle exposed to flooding. Nevertheless, in this work, it has been demonstrate that the most safety stability criterion for vehicles exposed to flooding up to now is the proposed in the Guide AR&R.

[1]  A J Bonham,et al.  LOW LEVEL CAUSEWAYS , 1967 .

[2]  Roger Alexander Falconer,et al.  Experimental studies on the interaction between vehicles and floodplain flows , 2012 .

[3]  Roger Alexander Falconer,et al.  Criterion of vehicle stability in floodwaters based on theoretical and experimental studies , 2013, Natural Hazards.

[4]  R. Falconer,et al.  Estimation of Flood Hazard Risk Relating to Vehicles , 2013 .

[5]  F. Teo Study of the hydrodynamic processes of rivers and floodplains with obstructions , 2010 .

[6]  Theo G. Schmitt,et al.  Analysis and modeling of flooding in urban drainage systems , 2004 .

[7]  Roger Alexander Falconer,et al.  Incipient velocity for partially submerged vehicles in floodwaters , 2011 .

[8]  Xixi Lu,et al.  GIS‐based flood hazard mapping at different administrative scales: A case study in Gangetic West Bengal, India , 2006 .

[9]  Mathieu Gerard Tire-Road Friction Estimation Using Slip-based Observers , 2006 .

[10]  Hubert Chanson,et al.  New criterion for the stability of a human body in floodwaters , 2014 .

[11]  Francesco Macchione,et al.  Pedestrian hazard criteria for flooded urban areas , 2013, Natural Hazards.

[12]  B. Russo,et al.  Experimental study of the stability of pedestrians exposed to urban pluvial flooding , 2016, Natural Hazards.

[13]  R. Falconer,et al.  Stability criterion for people in floods for various slopes , 2016 .

[14]  Dušan Prodanović,et al.  An approach to simulation of dual drainage , 1999 .

[15]  J Barff,et al.  Guide to road design: part 5: drainage design , 2008 .

[16]  S. Abt,et al.  HUMAN STABILITY IN A HIGH FLOOD HAZARD ZONE , 1989 .

[17]  Roger Alexander Falconer,et al.  Formula of incipient velocity for flooded vehicles , 2011 .

[18]  Arturo S. Leon,et al.  Hydrologic-Hydraulic Model for Simulating Dual Drainage and Flooding in Urban Areas: Application to a Catchment in the Metropolitan Area of Chicago , 2015 .

[19]  Ken Moore,et al.  Safe Buffer Distances for Offstream Earth Dams , 2002 .

[20]  L. Teo Casimir effect of electromagnetic field in Randall-Sundrum spacetime , 2010, 1008.2044.

[21]  T. Tucciarelli,et al.  Dual Multilevel Urban Drainage Model , 2005 .