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IPCC_Managing Risks of Extreme Events.pdf - Climate Access

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Chapter 6National Systems for <strong>Managing</strong> the <strong>Risks</strong> from <strong>Climate</strong> <strong>Extreme</strong>s and Disastersabout future climate change events, investigation <strong>of</strong> the links betweens<strong>of</strong>t and hard engineering solutions, and strengthened research effortsto improve the modeling <strong>of</strong> small-scale climate events (Wilby, 2007;Auld, 2008b; Stevens, 2008).The recommended national adaptation options to deal with projectedimpacts to the built environment range from deferral <strong>of</strong> actions pendingdevelopment <strong>of</strong> new climate change information to modification <strong>of</strong>infrastructure components according to national guidance, acceptance <strong>of</strong>residual losses, reliance on insurance and other risk transfer instruments,formalized asset management and maintenance, mainstreaming intoenvironmental assessments, new structural materials and practices,improved emergency services, and retr<strong>of</strong>itting and replacement <strong>of</strong>infrastructure elements (Bourrelier et al., 2000; Auld, 2008b; Stevens,2008; Haasnoot et al., 2009; Hallegatte, 2009; Neumann, 2009; Kwadijket al., 2010; Wilby and Dessai, 2010).Strategic environmental assessment approaches, such as thoserecommended by the Organisation for Economic Cooperation andDevelopment (OECD) and many national environmental assessmentagencies, <strong>of</strong>fer an effective means for ensuring that adaptation to climatechange and disaster risk management, as well as GHG reduction practices,are mainstreamed into policies and planning for new programs oninfrastructure and systems (OECD, 2006; Benson, 2007). Environmentalimpact assessment approaches can reduce the risks <strong>of</strong> environmentaldegradation from a project and reduce future disaster risks from currentand changing climate conditions (Benson, 2007). For long-livedinfrastructure or networks, studies recommend consideration <strong>of</strong> likelyclimate change impacts that will potentially affect the planned usefullife <strong>of</strong> the infrastructure system (e.g., seasonal variability in water flows,temperatures, incidence <strong>of</strong> extreme weather events) (OECD, 2006;Bosher et al., 2007; Auld, 2008b; Larsen et al., 2008; Neumann, 2009;NRTEE, 2009).The implementation <strong>of</strong> adequate national building codes that incorporateup-to-date regionally specific climate data and analyses can improveresilience <strong>of</strong> infrastructure for many types <strong>of</strong> weather-related risks(Auld, 2008b; WWC, 2009; Wilby et al., 2009). Typically, infrastructurecodes and standards in most countries use historical climate analyses toclimate-pro<strong>of</strong> new structures, assuming that the past climate can beextrapolated to represent the future. For example, water-relatedengineering structures, including both disaster-pro<strong>of</strong>ed infrastructureand services infrastructure (e.g., water supply, irrigation and drainage,sewerage, and transportation), are typically designed using analysis <strong>of</strong>historical rainfall records (Ruth and Coelho, 2007; Auld, 2008b;Haasnoot et al., 2009; Hallegatte, 2009; Wilby and Dessai, 2010). Sinceinfrastructure is built for long life spans and the assumption <strong>of</strong> climatestationarity will not hold for future climates, it is important that nationalclimate change guidance, tools, and consistent adaptation options bedeveloped to ensure that climate change can be incorporated intoinfrastructure design (Auld, 2008b; Stevens, 2008; Hallegatte, 2009;Wilby et al., 2009). While some government departments responsible forbuilding regulations and the insurance industry are taking the reality <strong>of</strong>climate change very seriously, challenges remain about how toincorporate the uncertainty <strong>of</strong> future climate projections into engineeringrisk management and into codes and standards, especially for climateelements such as extreme winds and extreme precipitation and theirvarious phases (e.g., short- and long-duration rainfalls, freezing rain,snowpacks) (Sanders and Phillipson, 2003; Auld, 2008b; Haasnoot et al.,2009; Hallegatte, 2009; Kwadijk et al., 2010; Wilby and Dessai, 2010; Lu,2011). Recent advances in characterizing the uncertainties <strong>of</strong> climatechange projections, in regionalization <strong>of</strong> climate model outputs, and inthe application and mainstreaming <strong>of</strong> integrated top-down, bottom-upapproaches for assessing impacts and adaptation options (Sections6.3.1 and 6.3.2) will help to ensure that infrastructure and technologycan be better adapted to a changing climate. Sections 3.2.3, 3.3, and 3.4provide further details on scientific advances for the construction,assessment, and communication <strong>of</strong> climate change projections, includinga discussion on recent advances in the development <strong>of</strong> regionalizationor downscaling techniques and approaches used to quantify uncertaintiesin climate change model outputs.Some implementation successes are emerging. In one example, discussedin Case Study 9.2.10, the Canadian Standards Association (CSA) and itsNational Permafrost Working Group developed a Technical Guide, CSAPlus 4011-10, on Infrastructure in Permafrost: A Guideline for <strong>Climate</strong>Change Adaptation, that directly incorporated climate change temperatureprojections from an ensemble <strong>of</strong> climate change models. This CSA Guideconsidered climate change projections <strong>of</strong> temperature and precipitationand incorporated risks from warming and thawing permafrost t<strong>of</strong>oundations over the planned life spans <strong>of</strong> the structure (Hayley andHorne, 2008; NRTEE, 2009; CSA, 2010a; Smith et al., 2010; Grosse et al.,2011). The guide suggested possible adaptation options, taking intoaccount the varying levels <strong>of</strong> risks and the consequences <strong>of</strong> failure forfoundations <strong>of</strong> structures, whether buildings, water treatment plants,towers, tank farms, tailings ponds, or other infrastructure (NRTEE, 2009;CSA, 2010a; see Case Study 9.2.10). Similarly, working with the Canadianmeteorological service, engineering associations, and national waterstakeholder associations, the CSA has also developed an initial rainfallIntensity-Duration-Frequency Guideline for water practitioners withadaptation guidance (CSA, 2010b).In developing countries, structures are <strong>of</strong>ten built using prevalent localpractices, which may not reflect best practices from disaster risk reductionor adaptation perspectives. These prevalent local practices usually donot include the use <strong>of</strong> national building standards or adequatelyaccount for local climate conditions (Rossetto, 2007). While the perceptionin some developing countries is that national building codes and standardsare too expensive, experience in the implementation <strong>of</strong> incrementalhazard-pro<strong>of</strong> measures in building structures has proven in some countriesto be relatively inexpensive and highly beneficial in reducing losses(Rossetto, 2007; ProVention, 2009). In reality, the most expensivecomponents <strong>of</strong> codes and standards are usually the cost to implementnational policies for inspections, knowledge transfer to trades, andnational efforts for their uptake and implementation (Rossetto, 2007).Bangladesh, for example, has implemented simple modifications to367

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