Framework for developing volcanic fragility and vulnerability functions for critical infrastructure
Journal of Applied Volcanology volume 6, Article number: 14 (2017)
Volcanic risk assessment using probabilistic models is increasingly desired for risk management, particularly for loss forecasting, critical infrastructure management, land-use planning and evacuation planning. Over the past decades this has motivated the development of comprehensive probabilistic hazard models. However, volcanic vulnerability models of equivalent sophistication have lagged behind hazard modelling because of the lack of evidence, data and, until recently, minimal demand. There is an increasingly urgent need for development of quantitative volcanic vulnerability models, including vulnerability and fragility functions, which provide robust quantitative relationships between volcanic impact (damage and disruption) and hazard intensity. The functions available to date predominantly quantify tephra fall impacts to buildings, driven by life safety concerns.
We present a framework for establishing quantitative relationships between volcanic impact and hazard intensity, specifically through the derivation of vulnerability and fragility functions. We use tephra thickness and impacts to key infrastructure sectors as examples to demonstrate our framework. Our framework incorporates impact data sources, different impact intensity scales, preparation and fitting of data, uncertainty analysis and documentation. The primary data sources are post-eruption impact assessments, supplemented by laboratory experiments and expert judgment, with the latter drawing upon a wealth of semi-quantitative and qualitative studies. Different data processing and function fitting techniques can be used to derive functions; however, due to the small datasets currently available, simplified approaches are discussed. We stress that documentation of data processing, assumptions and limitations is the most important aspect of function derivation; documentation provides transparency and allows others to update functions more easily. Following our standardised approach, a volcanic risk scientist can derive a fragility or vulnerability function, which then can be easily compared to existing functions and updated as new data become available.
To demonstrate how to apply our framework, we derive fragility and vulnerability functions for discrete tephra fall impacts to electricity supply, water supply, wastewater and transport networks. These functions present the probability of an infrastructure site or network component equalling or exceeding one of four impact states as a function of tephra thickness.
Volcanic eruptions are multi-hazard events which pose a considerable threat to society, including critical infrastructure (Wilson et al. 2012a; Cottrell 2014; Wilson et al. 2014). Critical infrastructure such as electricity supply, water supply and wastewater, transportation, communications and associated buildings, are man-made systems and processes which function together to deliver essential services to society (Rinaldi et al. 2001). Disruption or damage to critical infrastructure can cause significant societal impacts and economic losses. To reduce critical infrastructure losses during volcanic eruptions, successful risk assessment and management - a combination of hazard, exposure and vulnerability assessments - is required. Robust quantitative probabilistic volcanic risk models are increasingly desirable for volcanic risk management, particularly for loss forecasting, infrastructure management and land-use planning. This has driven the development of sophisticated probabilistic hazard models (e.g., Schilling 1998; Bonadonna 2006; Costa et al. 2006; Del Negro et al. 2008; Wadge 2009). However, vulnerability models have lagged considerably and there is now an increasingly urgent need for quantitative vulnerability assessment of volcanic hazard impacts. Quantitative vulnerability assessments are available for buildings (e.g., Spence et al. 2005; Zuccaro et al. 2008; Jenkins and Spence 2009; Jenkins et al. 2014a), primarily driven by occupant life safety concerns. For critical infrastructure there are a number of qualitative/semi-quantitative assessments (e.g., Patterson 1987; Johnston and Nairn 1993; Daly and Wilkie 1999; Wilson et al. 2012a; Jenkins et al. 2014b; Wilson et al. 2014) however, quantitative vulnerability assessments are lacking. To address the need for comprehensive quantitative volcanic vulnerability assessments for all infrastructure sectors, a framework is required to guide volcanic risk scientists through the process of deriving vulnerability estimates.
The aim of this paper is to present a framework for deriving quantitative relationships between hazard intensity (e.g., tephra thickness, flow dynamic pressure) and damage, disruption or other impact metrics to infrastructure components or sectors from volcanic hazards. The focus is on the derivation of fragility and vulnerability functions as these are the most appropriate way to express infrastructure vulnerability and are widely used in other natural hazard fields (e.g., Porter et al. 2007). In section Volcanic Vulnerability Assessment Approaches we introduce vulnerability and fragility functions and briefly review currently published functions for volcanic vulnerability assessments. In section Volcanic Vulnerability and Fragility Framework we present a framework for the derivation of fragility and vulnerability functions focusing on input data, impact and hazard intensity metrics, function fitting, uncertainty analysis and documentation. The framework is designed to evolve when new data becomes available and is recorded in different forms. In section Volcanic Tephra Fall Fragility Functions we demonstrate application of the framework through the derivation of fragility functions for electricity, water supply, wastewater treatment, and transportation networks impacted by tephra fall. These functions are a first attempt at quantifying vulnerability of critical infrastructure sectors for tephra fall impacts and should be updated (e.g., calibration, adjust function fitting, improve uncertainty assessment) when new volcanic impact data become available. We also suggest that the framework is transferable to other assets such as people or agriculture. However, impacts to these assets are highly spatially dependent (e.g. due to specific societal and climatic factors respectively) and application should be approached cautiously due to limited impact data in some locations. Finally, in Conclusions we summarise the main contributions of our paper and discuss future research priorities emerging from this work and the wider field.
Volcanic vulnerability assessment approaches
There are a number of qualitative and quantitative approaches that can be used to assess the vulnerability of exposed elements to volcanic hazards (Table 1). Use of qualitative descriptions of volcanic hazard impacts to different exposed elements forms an important foundation of volcanic impact knowledge. These qualitative descriptions are defined based on documentation and reviews of impacts from previous eruptions (e.g., Blong 1984; Spence et al. 1996; Blong 2003a; Baxter et al. 2005; Stewart et al. 2006; Wilson et al. 2012a; Jenkins et al. 2013, 2014a; Wilson et al. 2014). This knowledge has been successfully used for volcanic risk management, such as informing emergency management exercises, development of public and sector specific information resources and some risk assessments (Wilson et al. 2014).
While qualitative descriptions of impacts is informative, a move towards quantification of impacts is required to facilitate robust numerical estimation of risk (Wilson et al. 2012a; Jenkins et al. 2014b; Wilson et al. 2014; Brown et al. 2015). Risk quantification allows for comparisons between infrastructure sites/networks and with other natural hazard risks; it provides a basis for cost-benefit analysis of mitigation strategies. Impact state (IS) scales and threshold levels can be used to categorise qualitative impact data (Blong 2003b), providing a semi-quantitative assessment of impact to infrastructure sites.
Vulnerability functions quantify a component’s mean damage or function loss as a value relative to total impact or as an economic cost as a function of hazard intensity.
Fragility functions quantify the probability that a particular impact state will be equaled or exceeded as a function of hazard intensity.
A benefit of fragility functions is that they can be plotted as suites of data so that the likely impact across assets with differing vulnerability is described in a visually appealing and easy-to-interpret form. For example, multiple buildings in an area with the same hazard intensity (e.g., 200 mm tephra thickness) may have different impact states (e.g. undamaged, damaged gutters, collapsed roof) because of variations in vulnerability. A set of fragility functions for tephra thickness describes the likely impacts across these buildings at 200 mm (and other tephra thicknesses). Whether vulnerability or fragility functions are derived is dependent on the specifications of the vulnerability assessment and available volcanic impact data. For volcanic risk assessment, the functions account for uncertainties (through probabilities) in the link between hazard intensity and damage (loss) upon which risk mitigation and management decisions are based. Functions can also be developed which consider mitigation actions, such as strengthening of components or clean-up, providing useful data for risk reduction cost-benefit analyses. Fragility functions are commonly used for earthquake (e.g., Porter et al. 2007), tsunami (e.g., Reese et al. 2011; Mas et al. 2012), mass movement (e.g., Quan Luna et al. 2011; Totschnig et al. 2011) and flood (e.g., Reese and Ramsay 2010; De Risi et al. 2013) vulnerability and risk assessments.
Existing volcanic vulnerability and fragility functions
Volcanology has fewer existing vulnerability and fragility functions than some other natural hazard fields (e.g., earthquake). Reasons for this include: (1) limited data from which functions can be derived because the systematic collection and analysis of impact data for volcanic hazards is in its infancy (generally evolving post 1980 following the eruption of Mount St Helens); (2) infrastructure hazard assessments rarely account for volcanic hazards; (3) catastrophe modelling by (re)insurance organisations often does not consider volcanic hazards; (4) there are no building or infrastructure design codes for volcanic impacts which would prompt the derivation of functions; and (5) volcanic eruptions are often infrequent events on human and infrastructure timeframes (Douglas 2007; Wilson et al. 2014). In addition, a range of intrinsic volcanic hazard properties can cause different impacts, leading to difficulties in deriving functions, for instance finer grainsize tephra will generally more rapidly block air filters compared to the same volume per unit area of coarser tephra. Despite these challenges, several vulnerability and fragility functions have been developed for different volcanic hazards and critical infrastructure (e.g., Blong 2003a; Douglas 2007; Jenkins and Spence 2009; Jenkins et al. 2013, 2014a, 2014b, 2015; Kaye 2007; Maqsood et al. 2014; Pomonis et al. 1999; Schriever and Hansen 1964; Spence et al. 1996, 2004, 2005, 2007; Valentine 1998; Wardman et al. 2012a; Wardman et al. 2014; Wilson et al. 2012a; Wilson et al. 2012b; Zuccaro et al. 2008; Zuccaro and De Gregorio 2013).
A number of vulnerability and fragility functions are available for buildings for tephra fall (Spence et al. 2005; Kaye 2007; Jenkins and Spence 2009; Maqsood et al. 2014), pyroclastic density currents (Spence et al. 2007; Zuccaro et al. 2008; Jenkins and Spence 2009) and lahar (Zuccaro and De Gregorio 2013; Jenkins et al. 2015) impacts.
There have been few (e.g., Kaye 2007; Wardman et al. 2012a; Wilson et al. 2012a) attempts at developing volcanic vulnerability and fragility functions for critical infrastructure sectors. This is primarily due to difficulties assessing vulnerability across a wide range of infrastructure types, designs, operating practices and societal pressures.
The majority of available volcanic vulnerability and fragility functions are derived for specific infrastructure and building typologies. While this increases their accuracy for local risk assessments, these functions are difficult to apply in other locations. Indeed, several authors have argued for the need to customise vulnerability and fragility functions to the study area to ensure accuracy (i.e. Jenkins et al. 2014a; Wilson et al. 2014). Nevertheless there is an increasing requirement for regional or global volcanic risk and vulnerability assessments (e.g. the UNISDR Global Assessment of Risk; Jenkins et al. 2014b), thus derived functions need to account for a range of infrastructure typologies or assume generic typologies.
There are limited quantitative empirical (post-eruption impact assessments and laboratory experiments), analytical or theoretical data to inform the development of volcanic fragility or vulnerability functions for critical infrastructure sectors.
A number of semi-quantitative impact state scales are available (e.g., Spence et al. 2004; Jenkins et al. 2014b; Wilson et al. 2014; Jenkins et al. 2015) from which vulnerability and fragility functions could be derived given sufficient impact data.
There is a reasonable amount of qualitative vulnerability data available, primarily from post-eruption assessments, which can be used to inform quantitative volcanic vulnerability assessments.
What is currently missing is a methodology to combine qualitative and quantitative data to develop quantitative vulnerability estimates for critical infrastructure sectors. We address this gap here with a new volcanic vulnerability framework, which provides a method to use all available vulnerability data to derive vulnerability and fragility functions.
Volcanic vulnerability and fragility framework
To assess the vulnerability of critical infrastructure to volcanic hazards in a robust and systematic way, a framework is required to guide volcanic risk scientists in deriving vulnerability estimates. Our framework (Fig. 1) facilitates empirical derivation of volcanic vulnerability and fragility functions to quantitatively assess vulnerability of critical infrastructure to volcanic hazards, and is based upon similar frameworks used for earthquake (e.g., Rossetto et al. 2014a) and tsunami (e.g., Tarbotton et al. 2015) vulnerability assessments.
The data used to derive vulnerability and fragility functions is henceforth termed impact data. Impact data relates infrastructure impact to hazard intensity and can be classified into four main groups: empirical; expert judgment; analytical; and hybrid (Table 2).
A brief discussion of combining impact datasets (hybrid data) is warranted as this is the most likely approach for deriving volcanic fragility functions given the limited availability of impact data. Dataset are often combined to obtain sufficient data to derive fragility functions; care is required to do this appropriately as there will be different biases, sources and magnitudes of uncertainty amongst datasets (Calvi et al. 2006); this discrepancy can influence the quality of the resulting function(s).
In the case of post-eruption impact assessment data, there may be many different datasets available for numerous eruptions and locations, all of which could be of variable detail and quality. Rossetto et al. (2014b) suggests that prior to combining datasets, impact data should be harmonised by assuring that: (1) data type are of the same form, e.g., if one dataset is at building-by-building scale and another contains grouped data (e.g., multiple buildings in one area), the more detailed data should be aggregated to the grouped scale; (2) building and infrastructure typologies are consistent among datasets, if not, the most general typologies should be used; and (3) impact scales are identical across datasets, if not, a conversion to the coarsest scale (i.e., the scale with the least levels) should occur. Ensuring consistency among the different datasets permits more meaningful derivation of vulnerability and fragility functions. We recommend using standard infrastructure impact scales such as the recently developed Level 0–3 damage and disruption categories for tephra fall, PDCs, lava flows, and lahars (Wilson et al. 2014) for future post-eruption impact assessments and function derivation. However, we note that damage/impact states for other hazards such as earthquakes, cyclones/hurricanes and tsunami are often classified on alternative scales (e.g. Damage Level categories of 0–5), as are previous volcanic damage/impact states (e.g. Blong 2003c, Baxter et al. 2005). Therefore, additional analysis may be required to correlate previous work with Wilson et al.’s (2014) four-tier scale.
Due to differences in impact data quality we propose a qualitative quality rating system to indicate the quality of data for different infrastructure components and sectors (Table 3). To reduce uncertainties, high quality data should be preferentially used to derive volcanic vulnerability and fragility functions.
Impact metrics (IM)
An impact metric (IM) is used to assess the volcanic impact (e.g., damage) intensity for a particular infrastructure component or sector. IMs are commonly bounded between 0 and 1 or 0–100 and are the dependent variable of vulnerability and fragility functions. For vulnerability functions, the IM can be a value or index which describes impact or economic loss. Any IM can be used for a vulnerability function depending on applicability and justification. Common IMs for vulnerability functions are:
Damage percentage – percentage of damage sustained by an asset compared to pre-impact condition (e.g., a building is 90% damaged after a lahar impact).
Loss of function – loss of function of an asset as a percentage compared to pre-impact condition (e.g., a water treatment plant lost 20% of its function after a tephra fall).
Damage index – damage percentage normalised between 0 and 1.
Function loss index – loss of function percentage normalised between 0 and 1.
Damage ratio – a ratio between the cost of repair relative to the cost of replacement.
Economic cost – absolute cost of impact(s) in monetary value.
Impact state (IS) – states of damage and disruption defined by semi-quantitative impact descriptions (see the four level impact scale of Wilson et al. (2014)).
The IM for fragility functions is the probability of an asset equalling or exceeding a specified level of impact. Typically, the level of impact is defined by ISs with one function defined for each IS (i.e., a set of fragility functions) or only for the highest IS. As such, the fragility function gives the probability of equalling to or exceeding the i th IS. Given that ISs are sequential, such that ISi implies that ISi-1 has occurred, the probability of being equal to a specific IS can be calculated by the difference between consecutive ISs.
Hazard intensity metrics (HIM)
A hazard intensity metric (HIM) describes the intensity of a volcanic hazard at a particular site. It is the independent variable of vulnerability and fragility functions. Volcanic hazards have a number of different properties which can convey intensity, as not all HIMs adequately capture all of the impactful attributes of volcanic hazards (Wilson et al. 2014). Therefore, the selection of an appropriate HIM is important. As discussed in Wilson et al. (2014), the selection of a HIM must consider: (1) the HIM’s appropriateness to describe a range of infrastructure impact intensities; (2) the ease of HIM measurement in the field or laboratory; (3) the applicability of the HIM to hazard model outputs; and (4) which HIM has been used in existing impact datasets. The most common HIMs are (Wilson et al. 2014): thickness or mass loading (tephra fall, PDC deposits, lahar deposits), dynamic pressure (PDC, lahar), flow height (lava flow, lahar), presence or absence (lava flow, gas emissions), density per unit area (ballistics), impact energy (ballistics) and concentration (gas emissions, tephra fall).
Volcanic vulnerability and fragility function derivation requires: (1) data curation to convert raw impact data into a form which can be used for function derivation; and (2) a method to fit functions to available data.
Data preparation is generally required to derive volcanic vulnerability and fragility functions. For vulnerability functions, each data point needs to have a hazard intensity metric (HIM) value and an intensity metric (IM) value. For fragility functions, each data point needs to have a HIM value and an impact state (IS) level (a specific type of IM; Table 4). For the latter, data are ordered by increasing HIM value and binned, such that each bin has approximately the same number of data. The probability of equalling to or exceeding each IS can be calculated for each HIM bin. This is achieved by summing the number of data points which are greater than or equal to the IS of interest relative to the number of data points that are assigned to lower IS’s (Fig. 2 for an example). Discrete HIM values are obtained by taking the median of each HIM bin. This method is commonly used to derive fragility functions for earthquake (Porter et al. 2007) and tsunami (Tarbotton et al. 2015) hazards. Despite the sparsity of quantitative data for volcanic impacts, the approach to bin the HIM values was adopted to produce a framework that is consistent with those used for other hazards. Additionally, by using this approach, initial fragility functions derived for volcanic hazards can be easily interpreted and modified as more data becomes available. The initial fragility function development will also highlight where particular impact data is lacking, identifying areas where analytical data, and empirical data collected through targetted laboratory experiments, can assist.
Any number of discrete or continuous mathematical functions can be fitted to impact data to obtain volcanic vulnerability and fragility functions. While in the earthquake community there are guidelines for best-practice function form (Rossetto et al. 2014b), there is no equivalent in the volcano community. In volcanology, the good faith practice is that selected functions represent the data appropriately. In data-poor contexts, these often take on binary or piecewise linear forms.
The simplest approach is using a binary function, such that below some hazard intensity threshold impact does not occur and above the threshold, impact occurs. For example, if lava is present, an asset (e.g., a road) may be considered completely destroyed whereas if lava is absent, the asset is undamaged.
Volcanic vulnerability and fragility functions can be described by linear equations applied to either the whole dataset or to individual segments; this is our preferred method for limited datasets. The start and end point of each line segment is defined by the available data points after the HIM binning process. In our function derivation examples below, we took this approach because only three HIM bins could be reasonably applied to the limited volcanic impact data; using a complex mathematical equation to interpolate between three data points was unjustified. Eq. 1 shows the form of the piecewise linear equation used to calculate the probability of the IS equalling or exceeding the i th IS:
where m 1,i , m 2,i and m 3,i are slope constants and c 1,i , c 2,i and c 3,i are intercept constants for three linear segments for the i-th IS. Constants k 1 , k 2 and k 3 , where k 1 ≠ k 2 ≠ k 3 , are critical HIM values for which the different linear segments apply. Other mathematical equations, such as exponential and polynomial, can be used to define vulnerability and fragility functions; however, care must be taken with these and with linear equations, as they are unbounded on the x-axis and y-axis and could result in negative values or probabilities >1.
A note on normal and lognormal cumulative distribution functions (CDFs), commonly used in earthquake and tsunami fields to define infrastructure fragility functions (Rossetto et al. 2013; Tarbotton et al. 2015), is warranted. Porter et al. (2007) and Rossetto et al. (2013) note desirable properties of lognormal CDFs for fragility function derivation are that: (1) the function is constrained on the y-axis between 0 and 1, which is ideal for fitting probabilities bounded in this range; (2) the x-axis is constrained between 0 and +∞, which prevents negative hazard intensities; and (3) lognormal CDFs are skewed to the left which better represents earthquake damage data clustered around low hazard intensities. In volcanology, lognormal CDFs have been used for fragility functions for building damage as a result of tephra fall and ballistics (e.g., Spence et al. 2005; Jenkins and Spence 2009; Jenkins et al. 2014a; Blong et al. 2017) based on how well it represents building impact data and its use for earthquake hazards.
Mathematical equations can be fit to vulnerability and fragility data using statistical data fitting techniques, such as least squares or maximum likelihood estimation; see Baker (2014), Rossetto et al. (2014b), Lallemant et al. (2015), Tarbotton et al. (2015) and references therein for discussion and review of statistical data fitting techniques. Expert judgment can also be used to fit functions to limited or incomplete datasets or when simplifying complex problems, which is often required in volcanology. For expert judgment to be reproducible and transparent, we offer a list of guidelines for fitting functions to volcanic impact data using statistical data fitting techniques. These guidelines are not required when sufficient data are available to derive vulnerability estimates (e.g., earthquake vulnerability assessment), but are vital in volcanology where there are limited data to base vulnerability estimates on.
Individual functions in a set are sequential, such that IS i+1 is never reached before IS i . This allows the progressive accumulation of impact. For example, a building impacted by a PDC would not experience complete destruction and then experience damage to openings from missile impact. However, transitions along the IS sequence may be instantaneous and prior ISs may be omitted completely (e.g. during a lahar, a well-sealed building with few openings may not experience any infiltration of debris before complete damage).
Individual functions in a set can converge but not intersect. Intersecting functions violate the rule of sequential functions.
A probability of 0 means impacts will never occur and conversely a probability of 1 means impacts will certainly occur.
No impacts occur when the HIM value is zero. This rule assumes normal infrastructure operation in the absence of volcanic hazards.
Functions are non-decreasing, i.e., functions do not decrease as the HIM value increases. This rule assumes the impact intensity is constant or becomes more intense as volcanic hazard intensity increases.
Pre-condition (e.g., maintenance, age) of infrastructure sites can influence their vulnerability to volcanic hazards and functions should be modified for specific individual sites.
Factors such as equipment typology, level of preparedness, mitigation strategies can influence volcanic vulnerability and functions should be tailored to individual infrastructure sites on a case-by-case basis to address these site specific factors.
Different impact mechanisms can influence volcanic vulnerability and the interaction or dominance of different volcanic hazard impact mechanisms and should be considered.
There are a number of uncertainties which influence the quality of vulnerability and fragility functions (Table 5). Aleatoric (statistical) uncertainty is introduced by the natural variation of volcanic eruptions, hazard occurrence, or the variation of infrastructure response to volcanic hazards. Different sources of epistemic (systematic) uncertainty are associated with HIMs and the volcanic impact dataset (Rossetto et al. 2014a). As single HIMs cannot adequately describe all the impactful aspects of a particular hazard, a compromise is made when selecting a HIM for vulnerability and fragility functions introducing uncertainty. This could be overcome by deriving multiple volcanic function sets for different HIMs or combining multiple HIMs. In addition, most volcanic HIMs cannot be measured in real time and rely on measurements taken after an event, eyewitness reports, and inference from volcanic deposits or impacts. For example, it is difficult to measure dynamic pressures of PDCs due to their potential to cause injury and destroy measurement equipment; therefore, the dynamic pressure is typically estimated from deposits or resulting asset damage (e.g., Jenkins et al. 2013). This can lead to large uncertainties in the measurement of volcanic hazard intensity (e.g., Engwell et al. 2013).
Large sources of uncertainty within volcanic impact data arise from the classification of impacts into ISs and the often small sample size. The number of observations in volcanic impact datasets can affect data interpretation and statistical analysis. Currently this is a large source of uncertainty for volcanic hazard vulnerability and fragility functions, with many datasets containing few data (~10s of data points). As a comparison, for earthquake fragility functions, Rossetto et al. (2014b) consider ~30 buildings for each building class as a minimum for function derivation, with best practice involving >100 buildings.
Regardless of the source of uncertainty or its magnitude, identification, minimisation and quantification of all uncertainties should be undertaken. Rossetto et al. (2014a) considers this a fundamental step in the derivation of vulnerability and fragility functions for infrastructure assets.
For the volcanic fragility functions derived in the following section Volcanic Tephra Fall Fragility Functions, uncertainty is accounted for at each HIM value by calculating the probability that an infrastructure site could be in one of four ISs. Variation in the HIM value is taken into account by binning these values and using the median bin value as discrete HIM values on each fragility plot. Other approaches, such as the use of confidence intervals (e.g., 5th and 95th percentiles), could be used to account for uncertainties, particularly with large data sets where these intervals can be statistically estimated.
Documentation of volcanic vulnerability and fragility functions is critical for their reproducibility, reliability and implementation. Users must understand what the functions show, how they were derived, their limitations and applicability. Transparency and understanding can be achieved by documenting the aspects in Table 6 for each (or set of) vulnerability and fragility function(s) for volcanic hazards. Documentation also provides the basis for review and updating of functions when further volcanic impact data becomes available.
Tephra fall fragility functions
In this section we present fragility functions for discrete tephra fall impacts to the electricity supply, water supply, wastewater and transport networks using the methodology outlined in the first half of this paper; Additional file 1 provides equations for all functions derived here. Buildings are not included here as a number of studies (e.g., Spence et al. 2005; Zuccaro et al. 2008; Jenkins and Spence 2009; Maqsood et al. 2014) have already derived fragility functions for different building typologies. The approach is transferable to other assets such as people and agriculture where impact data exists for certain localities (e.g. taking account of cultural or climatic factors specific to that region and hence the vulnerability of the asset). We focus on tephra fall as it is the most common and widespread volcanic hazard (Wilson et al. 2012a) and there are more tephra fall impact data available with which to derive fragility functions. We use tephra thickness as the HIM as it is the most commonly recorded HIM. Our fragility functions describe the probability of equalling or exceeding one of four ISs defined by Wilson et al. (2014) as: IS0 – no damage; IS1 – cleaning required; IS2 – repair required; and IS3 – replacement or financially expensive repair (Table 4). Functions were fit using segmented linear equations and modified with expert judgment where functions violate data fitting rules (see section Function Fitting). Additional file 2 highlights vulnerable components and key knowledge gaps for each sector.
The following caveats apply to all fragility functions here:
Presented fragility functions only consider generic infrastructure design and typology due to limited vulnerability data on specific typologies. Vulnerability will be different when considering different typologies and sites; therefore, functions should be tailored on a site-by-site basis.
Interdependencies between infrastructure sectors are not considered; the vulnerability of each sector is assessed in isolation. Interdependencies between sectors are complex, often with multiple and bi-directional failure modes. For example, transportation may rely on continuous electricity for traffic signals, but the electricity network may rely on transportation for generator fuel supply (Rinaldi et al. 2001, Blake 2016). Interconnected systems create benefits during normal operation, but can bring vulnerabilities and challenges when natural hazards are encountered (Hughes and Healy 2014, Blake 2016) and will likely influence overall vulnerability.
Presented fragility functions only consider discrete tephra fall events and not prolonged, reoccurring or remobilised tephra falls, nor clean-up and restoration of infrastructure sectors following tephra fall.
Cumulative multi-hazard effects are not considered, and some assets may encounter multiple impacts with different intensities from various volcanic or other natural hazards.
Mitigation actions are not considered.
Electricity supply network
Electricity supply networks comprise electricity generation sites, substation sites and transmission networks. These three sub-sectors differ in the type of equipment used and resulting tephra impact mechanisms and are therefore considered separately. Commonly observed tephra fall induced impacts are: insulator flashover; breakage of transmission lines; abrasion of turbines and cooling systems at generation sites; and disruption of service at substations (Wardman et al. 2012a).
Available tephra fall vulnerability data
The majority of the vulnerability data for electrical networks impacted by tephra falls comes from post-eruption impact assessments. There are data for at least 10 eruptions dating back to the 1980 Mt. St. Helens eruption; summarised by Wardman et al. (2012a) and Wilson et al. (2014). The majority of these data report impacts to transmission and distribution networks, although there are some data for generation and substation sites. The data are primarily qualitative and document disruption and damage as a function of tephra fall intensity. Wardman et al. (2014) conducted systematic laboratory experiments to determine the probability of insulator flashover as a function of tephra thickness and moisture content. Experiments to document flashover were conducted in a controlled environment using different insulator types common in New Zealand with both dry and wet tephra. Other experimental research on tephra induced insulator flashover was conducted by Nellis and Hendrix (1980) and Matsuoka et al. (1995). Laboratory experiments by Zorn and Walter (2016) examined changes in solar panel performance as a function of increasing tephra thickness; however, this study is limited in scope (i.e., only examined horizontal panels) and is not applied here. We assess and summarise the quality of the available vulnerability data for electrical generation sites, substations and transmission networks in Table 7 based on the scale presented in Table 3.
Tephra can affect electricity generation through impacts to the cooling systems of thermal power stations and through abrasion of hydroelectric power (HEP) turbines. These impacts can cause disruption to electricity generation.
Due to the size and scale of equipment used at electricity generation sites, no experiments have been undertaken to systematically determine the vulnerability of these to tephra fall. Thus, the fragility functions presented here are based on post-eruption impact assessment data. Twelve case studies documenting impacts to different generation types are available; Fig. 3a shows that the majority are classified as IS1 (cleaning required) with no documented cases of IS3 (replacement or financially expensive repair).
Impact mechanisms for the three generation types (hydroelectric, thermal and geothermal) considered here are fundamentally different; however, there are insufficient data to derive separate fragility functions for each generation type. Therefore, all data are used, with expert judgment to avoid violating data fitting rules, to derive a set of fragility functions (Fig. 3b) for mixed-generation types (i.e., all hydroelectric, thermal, and geothermal generation). While no available case studies document impacts at IS3, we assume they are likely to occur in future eruptions and therefore IS3 has been included in the fragility function with a probability 0.2 for the 51–300 mm bin (based on expert judgement). See Wardman et al. (2012a) for a full treatment of tephra fall impacts to power stations.
Substations are vulnerable to tephra fall primarily due to flashover on insulators and energised components, ash contamination causing reduced resistivity of gravel ballast in substation yards (and thus increasing step-touch potential), and blockage of transformer cooling systems (Wardman et al. 2012a). There are 16 post-eruption impact assessments available. We are unaware of any experimental data for substation components. The majority of the post-eruption impact data are classified as IS1 (cleaning required; Fig. 4a) as a result of operators cleaning gravel ground cover or sensitive equipment such as transformers. Few instances of substation impact ≥IS2 have been documented due to precautionary shut-downs for cleaning (Fig. 4a). However, like generation sites, IS3 is likely to occur in future eruptions and is therefore estimated with a probability 0.2 for the 51–300 mm bin (Fig. 4b), again based on expert judgement at this stage.
Electricity transmission lines
Electricity transmission lines are vulnerable to tephra fall resulting in temporary or permanent disruption of electricity supply. The majority of the 24 post-eruption impact data points are classified as requiring cleaning (IS1) to be reinstated (Fig. 5a). Disruption is typically caused by flashover (the most common impact observed; Wardman et al. 2012a), controlled shutdowns to prevent damage, and cleaning of equipment. Physical damage such as line breakage (IS2) has been documented in three previous eruptions (Wardman et al. 2012a). More intense damage (IS3) has not been documented, although could reasonably occur in future eruptions. In addition to these post-eruption impact data, Wardman et al. (2012a) and Wardman et al. (2014) conducted laboratory experiments to investigate what volume and characteristics of tephra led to flashover on high voltage (HV) insulators. Insulator flashover is classified as IS1, and therefore, we used the Wardman et al. (2012a) flashover fragility function to inform and modify the IS1 function (Fig. 5b). The set of functions in Fig. 5b are derived from all known impacts to transmission lines and estimate the probability of each ISs as a function of tephra thickness. We note that the functions do not specifically account for tephra moisture at this stage, however it should be noted that flashover probability is increased when tephra is wet (Wardman et al. 2012a).
Water supply networks
Water supply networks include water source areas (rivers, lakes, and groundwater), water treatment, storage facilities and distribution networks (above or below ground). Impacts commonly caused by tephra fall are: changes in water quality (chemical and turbidity); increased water demand (typically for tephra clean-up); abrasion of pumps; and blockage of filters at treatment plants. See Stewart et al. (2010) and Wilson et al. (2014) for further discussion of impacts to water supply networks.
Available tephra fall vulnerability data
The majority of the available vulnerability data for water supply networks comes from 14 post-eruption impact assessments from 1980 (Mt. St. Helens) to the present, summarised in Johnston et al. (2004), Stewart et al. (2010), Wilson et al. (2012a) and Wilson et al. (2014). These assessments are of variable quality and detail; they are predominantly qualitative data sets describing both disruption and physical damage. Studies by Hindin (1981), Stewart et al. (2006) and White et al. (2011) have quantitatively assessed impacts to water quality (chemical contamination and turbidity) through numerical modelling and laboratory experiments. We are unaware of any quantitative studies on the physical impacts of tephra fall to water treatment plants (WTP) and pipe distribution networks. We assess and summarise the quality of the available vulnerability data for water supply sources, pipe networks and treatment plants in Table 7 based on the scale presented in Table 3.
Tephra fall can impact water supply networks causing both disruption and physical damage. Analysis of post-eruption impact data shows that the most common impact intensity is IS2 followed by IS1 (Fig. 6a). There is one instance of IS3 from Pacaya where above-ground pipes suffered damage from large tephra particles (Wardman et al. 2012b). Because there is only one instance of pipe damage, the set of fragility functions we derive here are for individual WTPs and not pipe networks. Water supply pipe networks are likely to be more resilient to tephra fall impacts as they are commonly underground and ingestion of tephra contaminated water is avoided; further research is required to confirm this. However, tephra deposited into water sources may be transported through the pipe network into the WTP, which could result in pipe damage. Tephra arriving at the WTP from the pipe network or from tephra contaminated subaerial reservoirs will likely increase system vulnerability.
The functions in Fig. 6b reflect only direct tephra fall impact at a water treatment plant. Fig. 6b shows that for thin tephra falls there is a higher probability of tolerance (IS0) and disruption type impacts (IS1). As tephra thickness increases there is a higher probability of a water treatment plant being at IS2, reflecting the higher occurrence of these impacts during previous eruptions. While there are limited data to assess the probability of IS3, we assume that as tephra thickness increases, the probability of IS3 will also increase as a result of the increase likelihood of tephra induced abrasion of pumps. Abrasion damage on pumps and other mechanical components is more likely at tephra thicknesses ≥30 mm than <30 mm (Wilson et al. 2014).
A limitation of this set of fragility functions is that the time required for abrasion damage and filter blockage to occur is not accounted for. These impact types are controlled by the tephra concentration (or ‘dose’) that components are exposed to over time, which is currently poorly understood and very sensitive to any mitigation measures applied. Therefore, discretion must be used when applying Fig. 6b functions as higher ISs (IS2, IS3) are likely to occur sometime after a tephra fall event. In addition, WTPs can be highly specialised and specifically designed for the local/regional water characteristics. Each of the 20 post-eruption instances of water supply impact occurred at a WTP with different designs and layouts, and the subtlety of these differences is lost in deriving these functions (Fig. 6b). Therefore, we recommend that fragility functions for WTP be derived specifically for each water treatment site on a case-by-case basis to improve vulnerability assessments.
Wastewater treatment network
Wastewater networks comprise a network of underground collection pipes, pumps above-ground treatment facilities, and discharge pipes. Wastewater networks may be combined with stormwater systems or the two may be completely separate, with the former configuration increasing the overall network vulnerability as tephra can be ingested directly into the network (Barnard 2009). Impacts commonly caused by tephra fall are: abrasion of pumps and mechanical components; pipe blockages; and treatment disruption (collapse of biological processes) which could result in the bypassing of untreated wastewater. See Wilson et al. (2014) for further discussion of impacts to wastewater networks.
Available tephra fall vulnerability data
The two primary vulnerability data sets available for wastewater networks are post-eruption impact assessments and laboratory experiments. Impact assessments come from 8 eruptions between 1980 (Mt. St. Helens) and 2011 (Puyehue-Cordón Caullé) and are summarised by Barnard (2009) and Wilson et al. (2014). The only quantitative data we are aware of are the analogue laboratory experiments undertaken by Barnard (2009). Due to the size and cost of large wastewater treatment pumps, Barnard (2009) examined pump abrasion on smaller effluent pumps commonly used in agricultural settings. While these experiments cannot be directly compared to wastewater pumps, they can provide insight as to the potential impacts and guide any expert judgment. We assess and summarise the quality of the available vulnerability data for wastewater pipe networks and wastewater treatment plants (WWTP) in Table 7 based on the scale presented in Table 3.
Available post-eruption impact data shows that the most common impact intensities are IS1 and IS2 (Fig. 7a). IS3 has been documented at tephra thicknesses between 5 and 25 mm after the 1980 Mt. St. Helens eruption. In this case the Yakima WWTP suffered severe abrasion damage to pumps and pumping components and the treatment plant was bypassed which resulted in the discharge of untreated waste into the Yakima River (Blong 1984). While these impacts are documented as occurring with tephra thicknesses between 5 and 25 mm (given by isopach maps), significantly more tephra likely passed through the treatment plants as tephra was washed into the stormwater network (Blong 1984). Therefore, the probability of exceeding IS3 increases as tephra thickness increases (Fig. 7b). However, for thicknesses >10 mm, there is a higher probability of a site being at IS2. This trend is influenced by the post-eruption impact data which contain a number of older wastewater networks which are combined with stormwater networks. Tephra can enter stormwater networks though drainage systems, introducing additional tephra into the wastewater treatment plant, leading to increased impact at lower recorded tephra thicknesses. This limitation of the derived functions is difficult to overcome with available data which does not record volume of tephra entering a treatment facility. By obtaining additional data which combines tephra volume and exposure time, vulnerability assessments will improve; however, this data is difficult to obtain.
In modern wastewater systems the stormwater network is typically separated, making it a closed system: tephra is less likely to arrive at the treatment plant through the pipe network, increasing overall resilience. Tephra may still accumulate at the plant through direct air fall. As there is a limited understanding of how tephra enters and moves through wastewater pipe networks, the fragility functions in Fig. 7b are derived only for individual treatment sites and do not consider the influence of tephra entering through the pipe network.
Transportation networks include those on land, air and sea. Transportation networks typically include large expansive linear components (e.g., roads, railways), nodes (e.g., airports, ports) and vehicles (e.g., cars, trains). This section does not consider impacts to the marine sector, vehicles, trains, aircraft or support buildings (e.g., airport terminals and train stations). Impacts commonly caused by tephra fall include: reduction in visibility and traction; covering of roads and runways; and vehicle damage (windscreen and chassis abrasion, filter blockage, seized engines). See Wilson et al. (2014), Blake (2016) and Blake et al. (2016; 2017a, b) for further discussion of impacts to transportation.
Available tephra fall vulnerability data
The majority of the available transport vulnerability data are from post-eruption impact assessments and media reports and are typically qualitative. Large databases have been compiled documenting impacts to airports between 1944 and 2006 (Guffanti et al. 2008) and aircraft between 1953 and 2009 (Guffanti et al. 2010). A number of experiments have been undertaken to examine tephra impacts, particularly engine damage, to aircraft inflight (e.g., Drexler et al. 2011; Dunn 2012; Shinozaki et al. 2013; Davison and Rutke 2014; Song et al. 2014). Impacts to rail networks are relatively poorly documented, with the only available information from six eruptions. Recently, quantitative data which relates different road impact types to tephra intensity has been developed through experimental work. Barnard (2009) undertook a number of semi-quantitative field experiments to determine the difficulty of driving on roads covered by tephra of different thicknesses, primarily on the slopes of Mt. Etna, Italy. Blake et al. (2017a) conducted laboratory experiments to quantitatively examine the skid resistance (traction) and visibility of road markings on road surfaces covered by ash of different characteristics. Blake (2016) also conducted experiments quantifying visibility reduction during tephra falls. However, this paper does not incorporate results from these latest laboratory tests.
Tephra fall can cause disruption to the road network and can lead to traffic accidents, congestion, reduced vehicle speed and possible road closure. Post-eruption impact data are used to derive road fragility functions. The reader is referred to Blake et al. (2017b) for illustration of how to incorporate targeted experimental results to refine fragility functions. The majority of the available post-eruption impact data can be classified as IS1 (Fig. 8a), suggesting that in most cases loss of traction and visibility will occur. Typically these impacts occur with thin (~1–3 mm) tephra deposits (Table 4) and therefore, disruption of road transportation is common in distal areas. In a number of cases roads have been closed; however, this is typically determined by the risk tolerance and safety protocols of managing authorities. The set of fragility functions (Fig. 8b) reflect the tendency for more sites at IS1 across all tephra thicknesses, as it has the highest occurrence probability. At 100 mm there is a ~ 0.2 probability that a road remains in IS1 as post-eruption data and experiments by Barnard (2009) suggest that in some cases vehicles can drive through tephra deposits between 50 and 100 mm thick, albeit at a reduced speed. However, we note that the ground clearance of some vehicles is close to 100 mm. The only available impact assessments for IS3 are from Barnard (2009) and Cole and Blumenthal (2004), who suggest that all vehicles become obstructed in >300 mm tephra accumulation, and from Wilson (Chaitén 2008 eruption impact assessment field notes, unpublished), who identified that a non-engineered bridge sustained structural damage with ~200 mm of tephra loading during the 2008 Chaitén eruption. We assume the probability of exceeding IS3 in the 101–1000 mm bin to be 0.1 based upon these assessments.
Railway lines can be disrupted during tephra fall as a result of tephra covering tracks, reducing grip, jamming mechanical switches and disrupting communication signals (Blong 1984; Magill et al. 2013). There have been six eruptions with documented impacts to railway lines due to tephra fall. Three eruptions are excluded from our fragility functions however; two (Vesuvius 1906 and Sakurajima 1955-present) due to lack of reliable tephra intensity data, and one (Chaitén 2008) because of complications linked to thick snow accumulation at the time of ashfall. A total of eight observations are derived from the three remaining eruptions (Soufriere St Vincent 1902, Mt. St. Helens 1980 and Shinmoedake 2011). However, we highlight that each eruption affects a different rail type (i.e. tram, diesel or electric), and no distinction is made for our fragility functions although it is possible that tephra of the same intensity may result in a different impact state depending on the rail type. Further field or experimental data will confirm this in future.
Of the documented instances, the majority are at IS1 with an equal number at IS0 and IS2 (Fig. 9a). The set of fragility functions derived from these data and expert judgment show that IS1 has the highest probability of occurring for all tephra thicknesses (Fig. 9b). This reflects the documented tephra fall impacts which are primarily loss of function and minor damage. Most railway tracks are between ~90–200 mm high (Mundrey 2010), so if tephra at least this thick accumulates, the track will be buried and train wheels will no longer make contact with the track, causing complete disruption. This is reflected in the fragility function with a probability of equaling or exceeding IS1 of 0.9 for the 11–40 mm bin, i.e., a low probability (0.1) of sustaining no impact (Fig. 9b). Tram tracks or tracks which are level with road surfaces (e.g., level crossings) are likely to be buried when thinner tephra deposits accumulate (i.e., they may become disrupted with lower tephra fall intensities).
The most common impact to occur at airports during tephra fall is airport closure. Closure can result from tephra accumulating on runways and taxiways or the presence of tephra in the airspace surrounding an airport (not considered here). Blake et al. (2017a) investigates the skid resistance at airports, an important factor which enables aircraft acceleration, deceleration and change of direction on airfield surfaces. We are unaware of any instances of physical damage to runways or taxiways from direct tephra falls. However, at La Aurora International Airport, Guatemala, the runway was severely abraded after the 2010 eruption of Pacaya volcano as a result of tephra clean-up (Wardman et al. 2012b). Therefore, we only consider the probability that an airport will be closed (effectively IS1) during tephra fall. Also the probability of closure is likely more useful to airport operators before and during an eruption than an estimate of potential damage.
Guffanti et al. (2008) catalogued impacts, primarily caused by tephra fall, to airports between 1944 and 2006. From this database, 44 instances where tephra thickness and airport status (open or closed) was recorded (Fig. 10a) were extracted to calculate the probability of airport closure as a function of tephra thickness (Fig. 10b). The resulting binary function shows that the probability of closure rapidly increases at low tephra fall intensities, up to 0.8 at 4 mm, and at 20 mm all documented cases report airport closure. The main factors influencing airport closure are aircraft damage and life safety. Aircraft can sustain severe damage flying though tephra (Guffanti et al. 2010), therefore airports close (in most cases at relatively thin tephra deposits) to reduce the likelihood of damage and aircraft crashes. However, factors such as operational requirements, scheduling and economics, not accounted for here, may determine at which point an airport closes.
Critical components such as heating, ventilation and air conditioning (HVAC) systems and small electronics (e.g., control systems, computers) are integral to most infrastructure sectors. Vulnerability data from post-eruption impact assessments and laboratory experiments (Gordon et al. 2005; Barnard 2009; Wilson et al. 2012b) confirm that these components are impacted by tephra fall. Common impacts are: abrasion of fans and motors; blockage of filters and ventilation holes; decreased usability of computers; and temporary shutdown of systems. See Wilson et al. (2014) for further discussion of impacts to critical components.
All documented impacts are measured against tephra thickness. However, tephra thickness is not the most appropriate HIM to use for these components, as the primary damaging mechanism is ingestion of tephra into the component, which is primarily driven by component design. As such, fragility functions for critical components are not derived here. Future experimental studies are required which consider the tephra concentration and the time components are exposed to tephra, i.e., experiments should match fragility to tephra ‘dose’.
This paper presents a structured framework for the derivation of vulnerability and fragility functions for critical infrastructure. These functions provide quantitative estimates of impact intensity as a function of volcanic hazard intensity. Such functions are required for quantitative volcanic risk assessments. A standard framework promotes consistent vulnerability assessment and provides a method for the derivation of new fragility and vulnerability functions - a much needed step in volcanic risk assessment.
Our framework details data source and preparation, function requirements, data fitting approaches, uncertainty considerations and documentation required to derive a new vulnerability and/or function for a critical infrastructure sector or component impacted by volcanic hazards. The primary data source used here are post-eruption impact assessments which document impacts from historic eruptions. Laboratory experiments are beneficial as they can be repeated to generate large impact datasets. Laboratory data are available for some infrastructure sectors and components but are limited due to the difficulties of replicating volcanic hazards and large infrastructure components interactions in the laboratory. Where data are limited, expert judgment complements independently obtained data in developing fragility and vulnerability functions. We provide a set of rules to guide expert data fitting to provide transparency in this part of this process. Using these rules, expert derived functions are based on a standard foundation and are mathematically valid. These rules are not required in cases where large datasets are available (e.g., earthquake vulnerability datasets) and therefore are a unique approach for fields with scarce vulnerability data, such as for volcanology.
Throughout the process of estimating fragilities and vulnerabilities, the quality of the resulting functions is affected by uncertainties related to raw data and its manipulation affects. Where possible, uncertainties should be minimised and documented. In addition, data preparation, the function derivation process and assumptions should be documented to ensure process transparency and repeatability. This also enables others to assess the quality and suitability of functions.
This paper demonstrates how our framework can be applied with the derivation of fragility functions for discrete tephra fall impacts to electricity supply, water supply, wastewater and transport networks. Although beyond the scope of this paper, if used in conjunction with fragility functions for other volcanic hazards, the fragility functions for tephra fall present an opportunity for studying the consequences of multiple hazards on critical infrastructure networks and cascading effects. Source data for the functions are primarily from post-eruption impact assessments supplemented by experimental data. We applied our expert judgement guidelines as data was scarce in all cases. The resulting functions give the probability of an infrastructure site being equal to or exceeding one of four impact states as a function of tephra thickness.
The derived fragility functions are a first attempt at quantifying the vulnerability of critical infrastructure sectors to tephra fall. As such, these functions are appropriate for volcanic risk assessments provided the documented assumptions and limitations are fully understood. We envisage these fragility functions will be updated with new post-eruption impact data, experimental data and expert judgment.
We recommend volcanic impact scientists adopt the method and framework presented here as a standard approach for deriving and updating fragility and vulnerability functions for critical infrastructure sectors impacted by volcanic hazards. Fragility and vulnerability functions are the next step to contribute towards robust probabilistic volcanic risk assessments; essential for the successful management of volcanic risk.
To derive new, and update existing, fragility and vulnerability functions, high quality vulnerability data are required. Table 7 shows that for the majority of the critical infrastructure considered here, data quality is average (C) to below average (D). There are no infrastructure sectors that have vulnerability data which can be classified as high quality (A). This indicates that while there are data available to derive functions, additional research is required to improve data quality and quantity. A particular focus should be the systematic collection and central archiving of additional post-eruption impact data as this provides real-world vulnerability data. There also needs to be a continued focus on laboratory experiments to improve the understanding specific component vulnerabilities.
The fragility functions presented in this manuscript are based on currently available data and should be reviewed and updated when new vulnerability data becomes available. New vulnerability data will assist the understanding of how each infrastructure type is connected with others, which is critical for fully addressing problems (Sword-Daniels et al. 2015). We suggest a similar approach to Blake (2016), in that to understand interdependent effects effectively, it may be appropriate to initially direct vulnerability research towards fully understanding the bi-directional effects between two common interconnected systems such as transportation and electricity (e.g. Fotouhi et al. 2017). Additionally, new vulnerability data will improve knowledge on the cumulative effects of multiple hazards – important for disaster risk reduction measures. One approach to studying impacts on infrastructure from multiple hazards is through scenario development, which can also investigate cascading effects for society. Zuccaro et al. (2008) demonstrate that once a range of scenarios are established, stochastic models can be developed to find a sub-set of permutations and combinations of possible effects (Zuccaro et al. 2008, Blake 2016). In the coming years we anticipate that the quality of vulnerability data will increase across the board resulting in high quality functions for multiple volcanic hazards and all critical infrastructure sectors.
Cumulative distribution functions
- HEP :
Hazard intensity metric
Heating, ventilation and air conditioning
Pyroclastic density current
United Nations International Strategy for Disaster Reduction
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We gratefully acknowledge funding support from the DEVORA project (funded by the Earthquake Commission, Auckland Council and Ministry of Business, Innovation and Employment) (GW, TMW, NID, DMB), Natural Hazard Research Platform Research Contract C05X0907 (TMW, JC), and GNS Science Core Research Funding (NID).
We also gratefully acknowledge the comprehensive and supportive reviews by Dr. Susanna Jenkins and an anonymous reviewer; and the excellent editorial work by Prof Giulio Zuccaro.
The authors declare that they have no competing interests.
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
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Wilson, G., Wilson, T.M., Deligne, N.I. et al. Framework for developing volcanic fragility and vulnerability functions for critical infrastructure. J Appl. Volcanol. 6, 14 (2017). https://doi.org/10.1186/s13617-017-0065-6
- Tephra fall
- Critical infrastructure
- Water supply