Application of the design variable method to estimate coastal flood risk

Coastal floods can result from multiple forcing variables, such as rainfall and storm tides, that are simultaneously extreme. In these situations, flood risk estimation methods must account for the joint dependence between the forcing variables. The design variable method is a statistically rigorous, flexible and efficient approach for evaluating the joint probability distribution. However, in practice, a number of factors need to be considered in order to produce accurate estimates of flood risk; these include data selection and pairing, temporal variability of dependence, dependence parameter inference and bias, the estimation of confidence intervals, and the incorporation of possible time-varying changes to each of the forcing variables due to climate change. This paper addresses these factors using a case study from Perth, Western Australia, to show how the design variable method can be applied to coastal flood risk under historical and future climates.

[1]  T. Wahl,et al.  Estimating extreme water level probabilities: A comparison of the direct methods and recommendations for best practise , 2013 .

[2]  Feifei Zheng,et al.  Modeling dependence between extreme rainfall and storm surge to estimate coastal flooding risk , 2014 .

[3]  Vijay P. Singh Regional Flood Frequency Analysis , 1987 .

[4]  N. B. Webber,et al.  An alternative approach to the joint probability method for extreme high sea level computations , 1982 .

[5]  Ani Shabri,et al.  Regional flood frequency analysis for Southwest Peninsular Malaysia by LQ‐moments , 2013 .

[6]  Ben Gouldby,et al.  Integrating a multivariate extreme value method within a system flood risk analysis model , 2015 .

[7]  Michael Leonard,et al.  Changes to the temporal distribution of daily precipitation , 2014 .

[8]  P. Cowell,et al.  Coastal Evolution: Morphodynamics of coastal evolution , 1995 .

[9]  T. Delworth,et al.  Regional rainfall decline in Australia attributed to anthropogenic greenhouse gases and ozone levels , 2014 .

[10]  Y. Hundecha,et al.  Continuous, large‐scale simulation model for flood risk assessments: proof‐of‐concept , 2016 .

[11]  H. Fowler,et al.  Future changes to the intensity and frequency of short‐duration extreme rainfall , 2014 .

[12]  A. Davison,et al.  Statistical Modeling of Spatial Extremes , 2012, 1208.3378.

[13]  Feifei Zheng,et al.  Efficient joint probability analysis of flood risk , 2015 .

[14]  George Kuczera,et al.  Model smoothing strategies to remove microscale discontinuities and spurious secondary optima in objective functions in hydrological calibration , 2007 .

[15]  Ashish Sharma,et al.  Why continuous simulation? The role of antecedent moisture in design flood estimation , 2012 .

[16]  S. Simonovic,et al.  Bivariate flood frequency analysis. Part 2: a copula‐based approach with mixed marginal distributions , 2009 .

[17]  Paul H. Whitfield,et al.  Floods in future climates: a review , 2012 .

[18]  J. Ball,et al.  Australian Rainfall and Runoff: A Guide to Flood Estimation , 2016 .

[19]  Richard W. Katz,et al.  Statistics of extremes in climate change , 2010 .

[20]  Jonathan A. Tawn,et al.  Statistical Methods for Multivariate Extremes: An Application to Structural Design , 1994 .

[21]  Robin K. S. Hankin,et al.  Bayesian calibration of a flood inundation model using spatial data , 2011 .

[22]  Charles Sayward,et al.  An Alternative Approach , 1996 .

[23]  George Kuczera,et al.  Comprehensive at‐site flood frequency analysis using Monte Carlo Bayesian inference , 1999 .

[24]  Scott A. Sisson,et al.  Detection of non-stationarity in precipitation extremes using a max-stable process model , 2011 .

[25]  A. Saul,et al.  Comparison between InfoWorks hydraulic results and a physical model of an urban drainage system. , 2013, Water science and technology : a journal of the International Association on Water Pollution Research.

[26]  Jonathan A. Tawn,et al.  Bivariate extreme value theory: Models and estimation , 1988 .

[27]  D. Pugh Tides, Surges and Mean Sea-Level , 1987 .

[28]  C. Rodda,et al.  THE CHARTERED INSTITUTION OF WATER AND ENVIRONMENTAL MANAGEMENT , 1995 .

[29]  Mingliang Li,et al.  Calibration of a distributed flood forecasting model with input uncertainty using a Bayesian framework , 2012 .

[30]  Martin F. Lambert,et al.  A compound event framework for understanding extreme impacts , 2014 .

[31]  Feifei Zheng,et al.  Quantifying the dependence between extreme rainfall and storm surge in the coastal zone , 2013 .

[32]  R. Pachauri,et al.  IPCC, Climate Change : Synthesis Report. , 2016 .

[33]  Jim W. Hall,et al.  Commentary: Proportionate adaptation , 2012 .

[34]  R. Mantilla,et al.  A framework for flood risk assessment under nonstationary conditions or in the absence of historical data , 2011 .

[35]  N. Doorn,et al.  Rationality in flood risk management: the limitations of probabilistic risk assessment in the design and selection of flood protection strategies , 2014 .

[36]  Peter Hawkes,et al.  Joint probability analysis for estimation of extremes , 2008 .

[37]  Ashish Sharma,et al.  Continuous rainfall simulation: 2. A regionalized daily rainfall generation approach , 2012 .

[38]  Cecilia Svensson,et al.  Dependence between sea surge, river flow and precipitation in south and west Britain , 2004 .