Abstract

Joint probability methods for characterizing storm surge hazards involve the use of a collection of hydrodynamic storm simulations to fit a response surface function describing the relationship between storm surge and storm parameters. However, in areas with a sufficiently low probability of flooding, few storms in the simulated storm suite may produce surge, resulting in a paucity of information for training the response surface fit. Previous approaches have replaced surge elevations for non-wetting storms with a constant value or truncated them from the response surface fitting procedure altogether. The former induces bias in predicted estimates of surge from wetting storms, and the latter can cause the model to be non-identifiable. This study compares these approaches and improves upon current methodology by introducing the concept of “pseudo-surge,” with the intent to describe how close a storm comes to producing surge at a given location. Optimal pseudo-surge values are those which produce the greatest improvement to storm surge predictions when they are used to train a response surface. We identify these values for a storm suite used to characterize surge hazard in coastal Louisiana and compare their performance to the two other methods for adjusting training data. Pseudo-surge shows potential for improving hazard characterization, particularly at locations where less than half of training storms produce surge. We also find that the three methods show only small differences in locations where more than half of training storms wet.

Highlights

  • The state of Louisiana and its surrounding coastline have repeatedly been victims of intense tropical storms causing severe damage

  • Joint probability methods for estimating flood depth exceedance curves use a collection of hydrodynamic storm simulations to train a response surface model describing the functional relationship between peak storm surge and storm parameters

  • Water 2020, 12, 1420 like central pressure deficit and the radius of maximum wind speed [5,6,7,8]. This response surface function is used to predict peak surge resulting from a range of storms, spanning the space of plausible storm parameters, and to combine the results with simulation data in the final estimation of flood depth exceedances

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Summary

Introduction

The state of Louisiana and its surrounding coastline have repeatedly been victims of intense tropical storms causing severe damage. To make informed decisions concerning the CMP project portfolio, CPRA commissioned the development of the Coastal Louisiana Risk Assessment (CLARA) model to assess risk due to storm hazards for current, and many possible future, climate conditions [2,3,4]. A key component of the risk assessment calculation is hazard characterization—in this case, an estimate of the annual exceedance probability function (AEPF) for storm surge-based flood depths, commonly referred to as the flood depth exceedance curve. Joint probability methods for estimating flood depth exceedance curves use a collection of hydrodynamic storm simulations to train a response surface model describing the functional relationship between peak storm surge and storm parameters

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