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addressing climate change adaptation in regional transportation plans

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Address<strong>in</strong>g Climate Change Adaptation <strong>in</strong> Regional Transportation PlansA Guide for California MPOs and RTPAsThe magnitude of consequences needs to be measured <strong>in</strong> some fashion. Thepreferred measure of magnitude may be very qualitative or fairly quantitative, orcomb<strong>in</strong>e qualitative and quantitative measures. A uniform unit (for example“dollars of direct and <strong>in</strong>direct losses”) is not necessary, and can complicate theanalysis (an exception, for regions conduct<strong>in</strong>g benefit-cost analyses, is describedbelow). Nor is it necessary, or always realistic, to develop precise estimates ofmagnitude; ranges or orders of magnitude will suffice for most assessmentefforts. The right measure and level of precision will be a matter of preferenceand measurement resources. For example, disruption to a facility may bemeasured <strong>in</strong> time (m<strong>in</strong>utes, hours, days – or, when coupled with damage,potentially months or even years), by detour costs (AADT * detour length * traveltime and/or vehicle costs), by congestion effects on the greater system, or us<strong>in</strong>ganother metric important to the region.Regions with a constra<strong>in</strong>ed list of top tier assets may opt to employ the <strong>climate</strong>riskadjusted benefit-cost analysis technique developed for Climate ChangeAdaptation and the Highway System (NCHRP, forthcom<strong>in</strong>g). In this application,full range of consequences is monetized, and becomes, <strong>in</strong> effect the “benefit” sideof the equation – as risks that were expected to affect the asset but are mitigatedby <strong>adaptation</strong> activities (the marg<strong>in</strong>al resources expended <strong>in</strong> the cause of<strong>adaptation</strong> become the “cost” side of the equation).The f<strong>in</strong>al step of the consequences pathway is to pair the expected magnitudes ofconsequence with the likelihood of occurrence. The basis for the consideration oflikelihood was established <strong>in</strong> Module 3, which accounted for expected stressoroccurrence at threshold levels to which <strong>in</strong>frastructure is vulnerable, accord<strong>in</strong>g torules of thumb. Revisit<strong>in</strong>g likelihood permits the adjustment of these rules ofthumb for determ<strong>in</strong><strong>in</strong>g susceptibility, if needed. Start<strong>in</strong>g with the likelihood ofstressor occurrence (from Module 2b), this exercise suggests assess<strong>in</strong>g thelikelihood of the range of correlated consequences. For example, the assessmentteam might have identified “major damage/disruption” and “moderate damage/disruption” as expected consequences of a one-percent chance flood event. Byemploy<strong>in</strong>g knowledge of past consequences, professional knowledge about theasset, and estimates of future condition, “major damage/disruption” might bedeemed “highly unlikely/very rare,” for <strong>in</strong>stance, whereas “moderate damage/disruption” might be considered more probable. This stage can also beconducted prior to the measurement of consequences as a means of screen<strong>in</strong>g outconsequences of extremely low probability.This process yields a screened list of risks that are priorities for <strong>adaptation</strong>.Although mathematical representation is rarely possible, and not necessarilydesirable, the concept is best illustrated as a function of [(stressor likelihood *impact likelihood) * magnitude of impact]. To populate this equation with somehypothetical values, perhaps the stressor likelihood is 50 percent (<strong>in</strong> a given timeperiod – year, decade, even century). For each occurrence of the stressor, thelikelihood of “major damage” is thought to be 1 percent, and the likelihood of“moderate damage” is 50 percent (the matrix of impacts and likelihoods could12-8 Cambridge Systematics, Inc.

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