Bay of Bengal cyclone extreme water level estimate uncertainty

Abstract Accurate estimates of storm surge magnitude and frequency are essential to coastal flood risk studies. Much research has focused on tide–surge interaction and joint probability techniques to combine multiple cyclone characteristics. In the Bay of Bengal, extreme water levels are derived from numerical storm surge models based on an idealised cyclone event; however, uncertainty within such calculations for this region is poorly understood, especially when propagated through to the flood hazard. We use the IBTrACs data set to estimate natural variability in four key parameters used to describe an idealised cyclone and create a set of idealised but equally likely “1 in 50 year” recurrence interval cyclone events. Each idealised cyclone is then used to force a storm surge model to give predicted peak water levels along the northern Bay of Bengal coast. Finally, extreme water level uncertainty is propagated through an inundation model to predict flood extent and depth over inland coastal floodplains. The descriptive parameters of 18 cyclone events (between 1990 and 2008) appear to show no statistically significant variation (at the 5 % level) due to landfall location, which allows us to pool characteristics for the entire Bay of Bengal. We find that the natural variability of cyclone parameters translates into large uncertainty both for storm surge height (of the order of metres) and for coastal inundation (hundreds of km2). Using the variability estimates for a 1-in-50-year cyclone event making landfall at the 2007 Sidr location, cyclone central pressure drop uncertainty had the greatest effect upon simulated storm surge magnitude. However, uncertainty within cyclone track characteristics (track speed, landfall and genesis location) has greater influence on subsequent inundation extent. Storm surge hazard uncertainty due to cyclone parameter variability was found to be comparable to the inundation difference simulated when the peak surge coincided with either a mean spring high or low water. Our research indicates the importance of improving extreme water level estimates along the Bay of Bengal coastline for robust flood hazard management decisions in the Bay of Bengal.

[1]  J. As-salek Coastal Trapping and Funneling Effects on Storm Surges in the Meghna Estuary in Relation to Cyclones Hitting Noakhali–Cox’s Bazar Coast of Bangladesh , 1998 .

[2]  R. Darling,et al.  Parametric Representation of the Primary Hurricane Vortex. Part II: A New Family of Sectionally Continuous Profiles , 2006 .

[3]  R. F. Henry,et al.  The storm surge problem in the bay of Bengal , 1986 .

[4]  A. Unnikrishnan,et al.  Return period estimates of extreme sea level along the east coast of India from numerical simulations , 2012, Natural Hazards.

[5]  A. Condon,et al.  Evaluation of coastal inundation hazard for present and future climates , 2012, Natural Hazards.

[6]  Vulnerability Assessment at Village Level Due to Tides, Surges and Wave Setup , 2010 .

[7]  R. Venkatesan,et al.  Estimation of Extreme Water Levels Due to Cyclonic Storms: A Case Study for Kalpakkam Coast , 2010 .

[8]  D. Watkins,et al.  Models for Cyclone Shelter Planning in Bangladesh , 1998 .

[9]  Kuang-An Chang,et al.  Probabilistic hurricane surge forecasting using parameterized surge response functions , 2011 .

[10]  M. T. Babu,et al.  Assessment of Storm Surge Disaster Potential for the Andaman Islands , 2008 .

[11]  S. Dube,et al.  Computation of Expected Total Water Levels along the East Coast of India , 2010 .

[12]  Bimal Kanti Paul,et al.  Why relatively fewer people died? The case of Bangladesh’s Cyclone Sidr , 2009 .

[13]  J. Westerink,et al.  Modeling the physics of storm surges , 2008 .

[14]  Henrik Madsen,et al.  Cyclone induced storm surge and flood forecasting in the northern Bay of Bengal , 2004 .

[15]  A. Rao,et al.  Numerical modelling of tide-surge interaction in the Bay of Bengal , 1985, Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences.

[16]  A. Unnikrishnan,et al.  Observed characteristics of tide-surge interaction along the east coast of India and the head of Bay of Bengal , 2013 .

[17]  M. Samad,et al.  Effect of Cyclone Track and Landfall Angle on the Magnitude of Storm Surges Along the Coast of Bangladesh in the Northern Bay of Bengal , 2004 .

[18]  Donald T. Resio,et al.  A surge response function approach to coastal hazard assessment – part 1: basic concepts , 2009 .

[19]  R. Crompton,et al.  Estimating present day extreme total water level exceedance probabilities around the coastline of Australia , 2012 .

[20]  Kevin Horsburgh,et al.  Tide-surge interaction and its role in the distribution of surge residuals in the North Sea , 2007 .

[21]  R. Flather,et al.  A storm surge prediction model for the northern Bay of Bengal with application to the cyclone disaster in April 1991 , 1994 .

[22]  Yuri Gorokhovich,et al.  Storm surge modelling with geographic information systems: estimating areas and population affected by cyclone Nargis , 2012 .

[23]  Matthew S. Mason,et al.  Estimating present day extreme water level exceedance probabilities around the coastline of Australia: tropical cyclone-induced storm surges , 2013, Climate Dynamics.

[24]  Kevin Horsburgh,et al.  A storm surge inundation model of the northern Bay of Bengal using publicly available data , 2013 .

[25]  N. Mimura,et al.  Impacts of climate change and sea-level rise on cyclonic storm surge floods in Bangladesh , 2008 .

[26]  S. K. Dube,et al.  Storm surge modelling for the Bay of Bengal and Arabian Sea , 2009 .

[27]  R. Crompton,et al.  Estimating present day extreme water level exceedance probabilities around the coastline of Australia: tides, extra-tropical storm surges and mean sea level , 2013, Climate Dynamics.

[28]  H. Gerritsen,et al.  Cyclone Induced Storm Surge and Flood Forecasting System for India , 2002 .

[29]  Alexandros A. Taflanidis,et al.  HAWAII HURRICANE WAVE AND SURGE MODELING AND FAST FORECASTING , 2012 .