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A method for evaluating population and infrastructure exposed to natural hazards: tests and results for two recent Tonga tsunamis

Abstract

Background

Coastal communities are highly exposed to ocean- and -related hazards but often lack an accurate population and infrastructure database. On January 15, 2022 and for many days thereafter, the Kingdom of Tonga was cut off from the rest of the world by a destructive tsunami associated with the Hunga Tonga Hunga Ha’apai volcanic eruption. This situation was made worse by COVID-19-related lockdowns and no precise idea of the magnitude and pattern of destruction incurred, confirming Tonga’s position as second out of 172 countries ranked by the World Risk Index 2018. The occurrence of such events in remote island communities highlights the need for (1) precisely knowing the distribution of buildings, and (2) evaluating what proportion of those would be vulnerable to a tsunami.

Methods and Results

A GIS-based dasymetric mapping method, previously tested in New Caledonia for assessing and calibrating population distribution at high resolution, is improved and implemented in less than a day to jointly map population clusters and critical elevation contours based on runup scenarios, and is tested against destruction patterns independently recorded in Tonga after the two recent tsunamis of 2009 and 2022. Results show that ~ 62% of the population of Tonga lives in well-defined clusters between sea level and the 15 m elevation contour. The patterns of vulnerability thus obtained for each island of the archipelago allow exposure and potential for cumulative damage to be ranked as a function of tsunami magnitude and source area.

Conclusions

By relying on low-cost tools and incomplete datasets for rapid implementation in the context of natural disasters, this approach works for all types of natural hazards, is easily transferable to other insular settings, can assist in guiding emergency rescue targets, and can help to elaborate future land-use planning priorities for disaster risk reduction purposes.

Introduction

The 15 January 2022 tsunami event and its impact

On January 15, 2022, the violent eruption of an underwater volcano in the Southwestern Pacific Ocean (175.385° W, 20.565° S) entailed disastrous consequences on neighboring islands of the Tonga archipelago (Fig. 1). In addition to the volcanic products (mostly ash) and to the massive airborne shockwave generated by the eruption and recorded around the world (Gusman et al. 2022), the eruption was followed by a tsunami that was promptly recorded on nearby gauges and DART sensors (Gusman and Roger 2022). A Pacific-wide tsunami threat bulletin was issued, and coastal populations were evacuated on New Zealand’s north island (Hunt and Piper 2022; NZ Herald 2022), in New Caledonia (LNC 2022), and as far as Japan, where 229,000 residents were moved to higher ground (Imamura et al. 2022; Japan Times 2022).

Fig. 1
figure 1

Geological hazards in Tonga. Left panel (framed by red rectangle on globe): seismotectonics around the Tonga–Kermadec subduction zone. Right panel (framed by black rectangle in left panel): the three main island groups of Tonga (Vava’u, Ha’apai and Tongatapu). Circles: epicentres of magnitude Mw > 7.5 earthquakes (circle sizes proportional to magnitude; USGS data from January 1970 to February 2022) with color as a function of focal depth: shallow (red), intermediate (orange), deep (yellow). Black lines: main tectonic features (subduction trench, spreading ridges). Black triangles: active Holocene volcanoes (https://volcano.si.edu, accessed on February 13, 2022). Red triangle: Hunga Tonga-Hunga Ha'apai (HTHH) volcano. Red and black contours: tsunami travel times from the volcano, in minutes (calculated using Mirone Software; Luis 2007). Bathymetric data from GEBCO (2014). Map generated using Generic Mapping Tools (Wessel et al. 2019)

The maximum amplitude of the tsunami wave was generally less than 1 m, but for some islands located only tens of kilometers away from the volcano, the waves were much higher and destructive, and suspected to be associated with one or several submarine landslide events (Lynett et al. 2022). Several deep-sea telecommunications cables were severed, therefore prohibiting easy communications (GFDRR 2022; Terry et al. 2022). Moreover, the general pandemic situation in a COVID-19-free island kingdom (BBC 2022; Vainikolo 2021) impeded opportunities for investigating the impact of the tsunami directly on the ground in the days following the event. Thus, the number of tsunami-impacted people and buildings remained unknown for many weeks and generated uncertainty around how to prioritize immediate international help to Tonga. The United Nations Institute for Training and Research (UNITAR) released preliminary information only two days after the event, in a satellite-derived damage assessment report showing that many buildings had been destroyed by the tsunami (OCHA 2022a). The evidence was published 20 days later by UNOSAT (2022). Based on the topographic elevation of those buildings, it appears that the tsunami reached + 15 m on Tongatapu, ‘Eua and Ha’apai islands (Government of Tonga 2022). This satellite-based analysis has so far revealed that more than 80% of Tonga was affected by the disaster, whether by thick ash fall or the tsunami (OCHA 2022a).

Context

The Kingdom of Tonga is a southwest Pacific country composed of 172 islands of surface area above 0.005 km2, 45 of them inhabited by a total population of 100,651 (2016 census, TSD 2019). About 70% of this population is concentrated on the main island, Tongatapu (~ 260 km2), which hosts the capital city Nuku’alofa. The Tonga Statistics Department (TSD) indicates that 27% of the country’s population is poor, living monthly on less than TOP$ 970 (Tongan Pa’anga, equivalent to US$ 428 on February 13, 2022). According to World Bank assessments, ~ 3% of Tonga’s population lives in extreme poverty. This refers to people with a monthly income of less than TOP$ 3.10 (= US$ 1.37 on February 13, 2022; Fifita et al. 2018).

These islands are volcanic edifices associated with the subduction of the Pacific Plate beneath the Australian Plate. Some of the volcanoes are extinct and subsided/eroded (now mostly coral islands), but others are still active (Bryan et al. 1972). The island population is thus exposed to strong geological hazards like subduction megathrust earthquakes exceeding magnitudes of Mw 8.0, explosive volcanism, subaerial and submarine landslides originating on volcanic slopes, and tsunamis. Recent reminders of the destructive capacity of these processes include the September 9, 1946 eruption, which led to a definitive evacuation of the population from Niuafo’ou (Rogers 1981); the June 23, 1977 Mw 7.2 earthquake, which caused major damage on Tongatapu and’Eua (Campbell et al. 1977); the May 3, 2006 Mw 8.0 earthquake, which caused damages and a small tsunami in southern Tonga (Cummins et al. 2007; Heeszel et al. 2006; Tang et al. 2008); and the September 29, 2009 tsunami triggered by a Mw 8.1 and 8.0 earthquake doublet (Clark et al. 2011; Fritz et al. 2011; Lay et al. 2010). Traces of past far-field events have also been highlighted by several studies (e.g. Okal et al. 2004), including the controversial occurrence of tsunami-related boulder deposits (Frohlich et al. 2009; Lavigne et al. 2021).

Tonga is also situated along the path of devastating tropical cyclones such as Isaac (March 1982; Reardon and Oliver 1983), Waka (December 2001; Hall 2004), Ian (January 2014; Havealeta et al. 2017), and Gita (January 2018; Caritas 2018). The islands are also listed globally among the most vulnerable to sea-level rise (Magee et al. 2016; Mimura 1999).

Given its levels of exposure to the aforementioned hazards, the Kingdom of Tonga holds second place among 172 countries covered by the World Risk Index 2018 (index value of 29.42: very high; World Risk Report 2018). With the help of foreign partners, the government has accordingly been developing risk assessment and preparedness plans, including coastal development and emergency management consolidation within the framework of international disaster risk reduction guidelines (Bolton et al. 2020; Fakhruddin et al. 2019; Jayavanth et al. 2009; Sattler et al. 2020; Simpson et al. 2011). Freely available data providing population numbers and building locations are embedded in census and government reports, and these are examined below in the methodology and discussion sections. Although relatively incomplete and imprecise compared to datasets available in wealthier countries, the reliability of the information they contain can be enhanced by data cleansing and systematic cross-checking.

Objectives of the study

We propose a simple methodology dependent on a small quantity of open-access data for performing rapid and relatively accurate assessments of the numbers of people and buildings affected by a tsunami and, by extension, by other types of natural hazards within a defined region. While showcasing its potential for two tsunamis recorded in 2009 and 2022, the results and discussion provide insights into the human and infrastructural vulnerabilities in Tonga.

Data and methodology: implementation of a low-cost toolbox for disaster vulnerability mapping

This study follows a dasymetric approach for mapping settlements and estimating population numbers that are potentially vulnerable to natural hazards. Unlike the spatially-averaged approach commonly used for generating choropleth map units, population data is redistributed into dasymetric map units based on a combination of areal weighting and the estimated population densities. The spatial heterogeneity of variables such as building and population density is thus much more accurate than in the case of choropleth maps, in which information is uniformly averaged across map units. The motivation to use the dasymetric mapping methodology, detailed below in several steps and implemented with the open-source QGIS package, is that it is fully adapted to the context of Tonga, where open-access datasets are available for representing the distribution of population and buildings before the 2022 tsunami. The data include (i) opensource GIS layer of buildings, (ii) Google Earth images showing buildings, (iii) household information, and (iv) population numbers from the latest census. The vulnerability maps and estimates of potential victim numbers were also tested against the results of a satellite-based post-tsunami damage assessment survey of Tonga generated by UNOSAT (2022).

Step 1: operational definition of the coastal belt

A band of terrain exposed to the hazard of interest and containing potentially vulnerable settlements needs to be delineated. Some studies focus on a loosely defined coastal belt a few kilometers wide (Andrew et al. 2019; Finkl 2004), but precise operational definitions in tropical Pacific island contexts remain scarce (Dickinson et al. 1994; Eliot et al. 2020; Nunn and Campbell 2020; Nunn and McNamara 2019). In Tonga, one previous approach defined the coastal belt based on vegetation criteria (Sykes 1981; Burley 2007). However, for assessing tsunami hazards such criteria are no substitute for run-up height as the best reference frame. In this paper, the coastal belt is defined between the highest astronomical tide limit and a user-defined critical elevation contour. The shoreline is defined using the Global Self-consistent, Hierarchical, High-resolution Geography database (GSHHG 2017). Given the small size of the islands and the highest run-ups reported (Clark et al. 2011; Fritz et al. 2011; Government of Tonga 2022), the 0–30 m elevation band covers a comprehensive range of possibilities from small to potentially large tsunamis. In this study, topographic data are extracted from the open-access Shuttle Radar Topography Mission (SRTM) global dataset (SRTM 2015), which has a horizontal resolution of 1 arc-second (~ 30 m at the equator) and a minimum vertical accuracy of 16 m with 90% confidence (Mukul et al. 2017). The vertical reference datum for the SRTM dataset is mean sea level.

Step 2: inventory of population distribution data

The 2016 census provided crucial information about population distribution at four administrative levels: country, division, district, and village (levels 0 to 3) (TSD 2017, 2019; note that the 2021 census was still in its preliminary stage in the aftermath of the HTHH eruption and, therefore, not used in this study). The smaller census units are thus the 166 villages scattered across the archipelago, with their boundaries identified in a GIS layer dating from February 2018 (OCHA 2022b). The population density of each village varies considerably, as shown in Fig. 2. The largest island, Ha’atu’a (37.78 km2) hosts 522 inhabitants; the smallest, Fata’ulua (0.09 km2), 227; and the most populated, Kolofo’ou (3.62 km2): 8265.

Fig. 2
figure 2

Population density (pop./km2) in Tonga by villages (TSD 2017)

Step 3: inventory and distribution of buildings

The vector-format GIS database (OCHA 2022c) documents most of the infrastructure in the country. It was automatically extracted from satellite imagery and confirmed by ground-truth checks, some of them on the main island. The 2016 census also reports household counts per village, differentiating between private houses and institutional buildings (TSD 2019). However, an absence of data was apparent in 12 villages, most of them with reported residents (Table 1), and 16 areas were identified as containing buildings but not situated within the boundaries of a village—thus lacking population figures (Table 2).

Table 1 Update of the GIS layer of buildings for 11 villages using Google Earth
Table 2 Population estimates for undefined villages

Step 4: identification and correction of errors by cross-verification between datasets

Given that some of the datasets contain gaps, it was on occasions difficult to link a specific village with a population statistic to a spatial distribution of buildings. A cross-verification between the four datasets was conducted in order to identify errors.

Table 1 shows 11 villages with reported inhabitants and buildings in the census but no buildings reported in the GIS layer. For this study, the GIS layer of buildings was manually completed and updated through detailed visual inspection of all the villages using imagery captured in 2018 and provided by Google Earth (Table 1). As a result, the number of buildings in the GIS layer does not exactly match the number given in the census but stays in the same range. To explain this difference, we assumed (i) that any new houses and infrastructures had been constructed since the 2016 census, and (ii) that our method of building delimitation differed from the one used in the census (for example, it is likely that we would define a house and garage or outhouse as two buildings, instead of one in the census). The population data were kept identical. On the basis of the Google Earth search, this study confirms that all types of infrastructure, including makeshift dwellings, were taken into account.

Table 2 focuses on the 16 areas situated outside village perimeters but with buildings reported in the GIS layer. No link can be established with an existing village or population number. In this study, these areas were termed undefined villages and considered as census units on the same basis as other villages. The presence of buildings, whether residential or not, in the GIS layer indicates that the population of these undefined villages needs to be included in the same way as the other villages (Table 2). For all other Tonga islands, the census indicates an average household size of 5.5 people (Scott and Browne 1989; TSD 2019). On that basis, the population of undefined villages was estimated as follows: no. of buildings × 5.5, rounded to the nearest unit.

Step 5: delineation of built-up areas

The GIS layer of built-up areas was crafted directly from the GIS layer of buildings while excluding road networks. A process aimed at cutting away spaces between buildings was implemented while maintaining a 50 m buffer area around the buildings, and was followed by merging the polygons obtained. A further 30 m band was shaved off each resulting polygon, thus leaving a 20 m perimeter of land around each building or group of closely spaced buildings (typically < 100 m apart; Fig. 3a). These values are consistent with methods previously used (Loriot and Di Salvo 2008), take account of the density and disparity of buildings in Tonga, and are compatible with the outdoor lifestyle of Tonga’s inhabitants, who typically spend time outdoors within a 20 m radius of their residence (Bolton et al. 2020; Jin et al. 2014).

Fig. 3
figure 3

Methodology describing the implementation of a low-cost toolbox for disaster vulnerability mapping. Components of the seven steps are displayed in the right panels. a Steps 3, 4 and 5 use the buildings inventory to define built-up areas. b Steps 2, 4 and 6 use the population inventory to define populated areas. c Steps 1 and 7 use an operational definition of the coastal belt to outline coastal populated areas. d Step 8 uses damage inventory to discuss the model quality. Green dots: buildings (OCHA 2022c). Yellow dots: buildings damaged by the tsunami in 2022 (CEMS 2022; USGS HDDS 2022). Black crosses: churches (churches are the only non-residential buildings described in the existing GIS layer: fire stations, police stations, schools and other public buildings are absent, thereby emphasizing the lacunar character of the information available)

Step 6: delineation of populated areas

This component of the dasymetric mapping approach involves defining populated areas, i.e., built-up areas where the population of the census unit is effectively concentrated (rather than spatially averaged across the census unit, as would be shown in choropleth maps). Here, populated areas were generated as a GIS vector layer defined by the outlines of the built-up areas (see Step 5) and coupled with the census population values. Note that maps from the TSD were delivered after the 2022 eruption to locate ‘populated places’ (OCHA 2022d), which is a notion similar to the populated areas we are defining here. However, we performed compatibility tests that show the data are incomplete and do not match the building data (for example, to the west of Fua’amotu International Airport, Fua’amotu village is not indicated). This study consequently ignored the populated places given in OCHA (2022d) and defined the populated areas using the built-up areas obtained at Step 5.

The boundaries of the populated areas are defined by a 200 m spatial aggregation algorithm applied to the built-up areas generated at Step 5 to take into account building dispersal, then a 50 m erosion buffer is applied to achieve a tighter geographic fit to the buildings (i.e., each building or cluster of buildings is surrounded by a uniform band of terrain 150 m wide; Thomas et al. 2021). The intersection of populated areas with census unit boundaries (in Tonga, census units are called villages) allows the population of the village to be directly associated with the corresponding unit(s) in the populated areas layer. Depending on the distribution of buildings, a village can be composed of more than one populated area (see Fig. 3b).

Step 7: delineation of coastal populated areas

The last task involves intersecting the populated areas with the coastal band defined at Step 1, thereby defining ‘coastal populated areas’, i.e., areas lying within reach of a given tsunami run-up magnitude. This process is repeated for each elevation band up to + 30 m by increments of 5 m. The population number is then allocated to these coastal populated areas proportionally to polygon area, assuming thus a uniform population density within populated areas (Fig. 3c).

‘Coastal populated areas’ (step 7) and ‘populated areas’ (step 6) are thus directly generated by reference to the ‘built-up areas’ (step 5), which are themselves upscaled from the ‘buildings’ layer (step 3). The dasymetric mapping methodology thus operates at an aggregated level rather than at the basic building footprint level because it allows buildings potentially missing from the data layer (e.g., new, or unreported) to be included (thereby erring on the side of caution in the risk assessment exercise). It also allows areas adjoining buildings (within the previously defined 150 m buffer belt) to be included as daily living space because life in Pacific island cultures includes a lot of time spent outdoors.

Step 8: model quality assessment from independent damage data

The damage assessment data were retrieved from the EU’s Copernicus Emergency Management Service (CEMS) and the United Nations Satellite Centre (UNOSAT), hosted by UNITAR. The data consist of different vector layers as ESRI shape files, Google Earth KML and GeoJSON formats (CEMS 2022; USGS HDDS 2022), prepared using visual interpretation of pre- and post-event high-resolution satellite images shared by the USGS Hazards Data Distribution System (HDDS) portal (public satellite sources). The visual inspection of images highlighted the damaged buildings, tsunami-related shoreline changes, and the assessment of flooding extent (Fig. 3d).

Results

This rapid, low-cost methodology for assessing tsunami impacts on humans and infrastructure delivers a number of dasymetric vulnerability maps. All the open-access shapefiles of the populated areas are accessible in greater detail in the Additional file 1. Here we present some result highlights for later discussion.

For each user-defined coastal elevation band and for each village, a precise estimation of population and building numbers are given in Additional file 2. Those figures serve as a quick reference tool for identifying and locating where the highest disaster management challenges occur in the landscape. An extract of these data is presented in Table 3 and the full dataset for Tonga is plotted in Fig. 4. Strong contrasts in population distribution between each of the five island groups are highlighted.

Table 3 Example of number of inhabitants and buildings by village, estimated for different coastal belt widths
Fig. 4
figure 4

Cumulative distribution of population and buildings for all Tonga and for each of the 5 divisions (group of islands), paired by color as a function of elevation. Full lines: population distribution. Dotted lines: buildings distribution

The Ha’apai group is composed of 68, mostly low-lying islands with more than 50% of the global Tongan population and more than 70% of the buildings located below the 10 m elevation contour. ‘Eua is hilly, with peaks above 300 m and more than 85% of the population living above 30 m. Both island groups were struck by the 2022 tsunami, with several buildings damaged. Figure 5 provides a close-up of some of the villages impacted by the tsunami. In all villages, a jump in population and building numbers is observed between 5 and 10 m, revealing a concentration of human settlements below the 10 m elevation contour and thus greater vulnerability to coastal hazards.

Fig. 5
figure 5

Cumulative distribution of population and buildings in four selected villages damaged by the tsunami in 2022. Full lines: population distribution. Dotted lines: buildings distribution. Nomuka and Mango belong to the Ha’apai island group. ‘Ohonua and Ta’anga are in ‘Eua group

An efficient way of understanding those datasets consists in mapping the entire population on each island, and then focusing on the populated areas that pinpoint in each village where the population actually lives (Thomas et al. 2021). The result presented here focus on the Vava’u group of islands, around the village of Ta’anea, in order to illustrate the methodology (Fig. 6). The GIS layers are available in the Additional file 1 in order to zoom in.

Fig. 6
figure 6

Example of dasymetric maps produced for locating populated areas in Tonga. a Buildings layer on Google Earth imagery background. b Coastal belts below 30 m elevation. c Coastal populated areas

This study estimates overall that 83% of the population of Tonga lives within the 0–30 m elevation band, and 42% lives below 10 m. Likewise, 87% of buildings occur below the 30 m, and 53% below the 10 m contour. At least 14% of the population lives below 5 m. Finally, the graphs clearly highlight the large disparity in population and building densities between two villages situated in contrasting topographic settings.

Discussion

Here we test the predictive power of the methodology based on two real tsunamis in Tonga: the January 15, 2022 and September 29, 2009 events. We also show the relevance of this methodology for other types of natural hazards such as storms, volcanic eruptions, and earthquakes.

Case study #1: 2022 tsunami

Satellite imagery has revealed considerable damage at locations on Tongatapu, ‘Eua and Ha’apai islands, suggesting that run-ups reached the 15 m contour (Government of Tonga 2022; UNOSAT 2022). Figure 4 indicated that 62% of the population (n = 62,677) lives below the 15 m contour in all of Tonga (61% when restricting to Tongatapu, ‘Eua and Ha’apai islands). The CARE (2022) report recorded 84,776 affected people from the tsunami and volcanic fallout combined. Our map-derived estimations indicate that 74% of buildings in Tonga are located in a coastal tsunami hazard area below 15 m, meaning all those buildings may have suffered from tsunami run-ups in 2022. The additional impact of thick ash fall causing roofs to collapse tallies with reports claiming that this double disaster affected 80% of Tonga (OCHA 2022a) and caused almost 100% damage to buildings (GFDRR 2022). Here we gather information restricted to tsunami damage and discuss links with the results obtained through the methodology.

UNOSAT (2022) provides an overview of the damage to buildings for several districts through satellite imagery analysis. An example of this information is given in Table 4, with direct links to the number of buildings, populated areas and inhabitants for each district analyzed. As shown, the information supplied is imprecise but can be advantageously refined by using the dasymetric maps produced in this study for obtaining a rapid assessment of the situation and a first-order, reasonably accurate estimation of vulnerable buildings and number of residents in population clusters. As explained in Fig. 5, ‘Eua and Ha’apai shows sharp contrasts in topography, but the tsunami had similar impacts on structures standing below the 15 m contour on both islands.

Table 4 Comparison of damages to buildings between UNOSAT (2022) data and results from this study

UNOSAT Maps (2022) provides an atlas of disaster-related damages on Tonga based on satellite imagery. The assessment focuses on a selection of villages highly affected by the tsunami, with a confirmed number of damaged buildings. The methodology implemented here shows an improvement in detecting the number of potential buildings impacted, while also linking the geographic information directly to an estimated maximum number of vulnerable inhabitants (Table 5).

Table 5 Comparison of damages to buildings in specific populated areas

Our estimation of buildings damaged is often close to, although occasionally much higher, than the imagery-based numbers reported by the UNOSAT survey. Compared to the existing dataset of buildings per village, this overestimation clearly highlights an improvement in the results (Table 6). A comparison coefficient c, defined below, is calculated to quantify the gain in accuracy when estimating vulnerable buildings using the three datasets: (i) the number of buildings in the village, bv, based on the TSD (2019) data; (ii) the number of buildings in the populated area, bpa, identified in this study; and (iii) the number of effectively damaged buildings, bd, using the UNOSAT Maps (2022).

$$c = \frac{{\left( {bv - bpa} \right)}}{{\left( {bv - bd} \right)}}$$

Coefficient c ranges between 0 and 1. The closer c gets to 1, the closer the estimation from this study approximates the actual damage estimated by UNOSAT. As c approaches 0, the estimation obtained stays close to the TSD data, with little improvement. Among the examples compiled in Table 6, improvement in the precise knowledge of vulnerable buildings is gained for 4 locations, where c > 0.85 (‘Ohonua, Ta’anga, Futu, and Nomuka2). Tungua, ‘Atata and Nomuka1 perform less well, perhaps because our approach only considers the run-up distance of the tsunami, i.e., the elevation range of the impact, and not the form of tsunami propagation or disparities in the intrinsic mechanical strength of the buildings exposed to it (our estimation is based on the assumption that all the buildings in the relevant coastal band are damaged). Fonoifua and Mango were completely destroyed by the tsunami. This is confirmed by numbers from the TSD dataset as well as by this study’s dataset, and provides in itself a validation of the methodology. Furthermore, any overprediction of building damage in this study may advantageously compensate for likely errors in the definition of the coastal belts when based on SRTM elevation data, which have generated cases of underprediction in other studies (Kulp and Strauss 2016).

Table 6 Estimation of damages to buildings in specific populated areas: a comparison between three datasets

The good match between the UNOSAT data and our mapping results presented in Tables 5 and 6 highlights the value of the methodology presented here. Geographic precision is additionally provided by the GIS maps of populated areas, here shown for ‘Eua in Fig. 7, and for the three islands of the Ha’apai group in Fig. 8, which were severely affected by the 2022 tsunami in all of Tonga. Entire villages on Mango and Fonoifua were swept away, 13 houses were flooded between the coast and the lake in Nomuka, and the shoreline retreated by up to 10 m on Nomuka and 30 m on Mango (CEMS 2022; GFDRR 2022; Pleasance 2022; UNOSAT Maps 2022).

Fig. 7
figure 7

Detailed map of individual buildings damaged by the 2022 tsunami on ‘Eua island. Gray polygons: buildings included in this study (OCHA 2022c). Yellow dots: buildings confirmed damaged by UNOSAT Maps (2022)

Fig. 8
figure 8

Overview of buildings damaged by the 2022 tsunami on Nomuka, Mango and Fonoifua islands. Gray polygons: buildings included in this study (OCHA 2022c). Yellow dots: buildings confirmed damaged by UNOSAT Maps (2022). Green line: shoreline before the tsunami (GSHHG 2017). Yellow line: shoreline retreat after the tsunami by UNOSAT Maps (2022)

In the context of a future tsunami event, maps such as Figs. 7 and 8 can be used to precisely locate in each village how many inhabitants were potentially vulnerable to that particular hazard and could have been affected by its estimated magnitude. Such prior knowledge can serve as an important decision-making tool. For example, by coupling the population cluster maps with tsunami hazard scenarios, this would help to focus attention on villages most exposed to a given tsunami type and propagation pattern. It would also help to calibrate the logistics of rescue operations (e.g., quantities of freshwater, first-aid equipment and food to be delivered), including passenger capacity on vessels or aircraft for the temporary relocation of disaster victims. Despite more abundant first-response and healthcare staff and facilities on the main island, residents on its west coast were nonetheless highly impacted by the 2022 tsunami. The maps and tables showcased in this study also highlight the value of precise and regularly updated census data in geographically isolated islands, particularly given that urban growth and population migration between islands occur continuously and are unlikely to decline in the near future (Lolohea 2016). For example, more than 40% of the population has moved away from the Ha’apai island group since 2011, mostly settling on Tongatapu (GFDRR 2022).

Case study #2: 2009 tsunami

The second dasymetric mapping test case is the tsunami triggered in Samoa by the September 2009 earthquakes, claiming 9 lives on Niuatoputapu and Tahafi islands, both situated in the northeast of Tonga (Lay et al. 2010; World Bank 2022).

On Tahafi, run-ups reached 15 to 22 m on the southwestern side, damaging fishing boats and one house (Clark et al. 2011; Fritz et al. 2011; Okal et al. 2010; Wilson et al. 2009). Despite these high values, Tahafi is a steep-sided island with currently 31 inhabitants and 38 buildings counted, all situated above the 30 m contour. On Niuatoputapu, the villages of Falehau, Vaipoa and Hihifo are situated on the northwest shore, where run-ups reached the 5 m contour (Clark et al. 2011; Wilson et al. 2009). Several reports indicate around 135 to 145 buildings damaged out of a reported total of 225 to 228, mostly in the main village (Hihifo) and all occurring below the 5 m contour (Fritz et al. 2011; Government of Tonga 2009a, b; WHO 2009; World Bank 2022).

Using the 2016 census data, Fig. 9 displays an overlay of Hihifo village on the post-tsunami survey of building locations in 2009 (Clark et al. 2011). Only 7 buildings below the 5 m contour were spared among the 44 existing before the 2009 tsunami. Whereas 38 inhabitants are currently recorded as residing below the 5 m contour, population estimates at the time were closer to 242. These figures highlight the magnitude (57%) of post-tsunami emigration, not just in temporary buildings in Falehau (Clark et al. 2011; WHO 2009), but by a long-term decision to definitively relocate housing away from areas exposed to coastal hazards—generally to higher elevations. Niuatoputapu island nonetheless appears to benefit from the coral reef surrounding the island, which protected the villages from excessive run-up magnitudes on its northwest coast (Fritz et al. 2011). Although not universally verified, tsunami amplitudes can be mitigated by the presence of healthy coral reefs (Fernando et al. 2005; Ferrario et al. 2014; Hardy and Young 1996; Harris et al. 2018; Karim and Nandasena 2022; Kunkel et al. 2006; Monismith et al. 2015; Roger et al. 2014). This unique ecological asset should be integrated in future risk management studies on Tonga.

Fig. 9
figure 9

Hihifo village layout with overlay of destroyed buildings during the 2009 tsunami. Black polygons: buildings included in this study (OCHA 2022c). Yellow polygons: buildings damaged during the 2009 tsunami (Clark et al. 2011)

Higher run-ups occurred at the southern tip of Niuatoputapu along a near-shore fringing reef, with observed flow depths of up to 6 m (Wilson et al. 2009). This is consistent with the damage sustained by the airstrip, which is situated below 10 m and was partially inundated at the southern end of the runway (Clark et al. 2011). This is the only air connection to other islands in Tonga and highlights the dangers of placing communications infrastructures at low elevations. The only undamaged public building on the entire island was the high school, which stands above the 5 m contour, emphasizing here also the critical importance of choosing elevated ground for primary infrastructure whenever possible. Today, the spatial distribution of population densities and the spatial distribution of buildings appears to indicate that the hospital (completely destroyed in 2009), the primary schools, and the churches have been rebuilt above the 10 m contour. This is confirmed by several reports also indicating that water supplies, the police station, and 73 houses were built out of cyclone-resistant material and on safer and higher ground, testimony to a growing awareness of natural hazards in land-use planning in Tonga since 2009 (Government of Tonga 2009a; World Bank 2022).

Application to other natural hazards contexts

In the aftermath of the 2009 and 2022 tsunamis, the foremost concern was to relocate residents, to clean up, and to stay on alert during the cyclone season. An accumulation of hazards hitting Tonga would significantly damage the infrastructure of the islands and strongly increase population vulnerability. The impact of the 2022 tsunami, for example, was compounded by the ash fall from the eruption, with damaging consequences beyond the tsunami-exposed coastal belt. Adding climate-change-related impacts, Tonga is thus exposed to a cumulative litany of disasters, highlighting the urgent need for disaster management strategies (Ammann 2013; GFDRR 2022; UNISDR 2005, 2009).

Although focused on coastal inundation hazard on the basis of an elevation/run-up criterion, with necessary adjustments of parameters and suitable information sources, the methodology presented in this study can address any type of natural hazard. As shown by the latest eruption of Hunga Tonga-Hunga Ha’apai, ash fall, for example, can destroy buildings even kilometers away from the eruption site. By overlapping tracking models of volcanic ash clouds with the mapping toolkit of populated areas provided here (Carn et al. 2009; Filizzola et al 2007; Searcy et al. 1998; Webley and Mastin 2009), the identification of vulnerable inhabitants can be easily assessed. Moreover, many hazardous volcanic sites, like Italy around Mt. Vesuvius (Gugg 2022), Hawai’i on Kīlauea (Meredith et al. 2022) and Java around Mt. Merapi (Garcia-Fry et al. 2022) are densely inhabited and require regular updates of populated areas. For example, when the Niuafo’ou volcano erupted in September 1946, lava flows and ash clouds destroyed infrastructures and vegetation all over the island (Rogers 1981; Taylor 1991). The entire population (1300 inhabitants) was relocated permanently on other islands. The population data from the last census show that 517 inhabitants returned permanently to the island among 8 different villages despite the volcano still being highly active (more than 10 eruptions since 1814; Taylor 1991). With 247 buildings scattered along the east coast of the island, the population is still highly vulnerable to volcanic hazards, and getting to know their precise location is a necessary feature for risk management in case of an eruption.

By its geographic position, Tonga is also exposed to strong earthquakes, such as the previously mentioned Mw 7.2 event in June 1977 causing serious damage on ‘Eua and Tongatapu islands. A similar event today would directly impact ~ 80,000 inhabitants and could damage up to 33,268 service facilities and houses. Thus, a complementary feature to the dasymetric mapping toolkit would be an updated GIS of Tonga, with all essential infrastructures explicitly positioned: civil security centers, hospitals, schools, food and freshwater supply centers. The building data could be enriched by an indication of their function in order to differentiate between residential areas and workplaces (which do not share the same population balance during day and night). A simple search on Google Maps and Maps.me confirmed how currently difficult (often impossible) it is to find accurate data about healthcare facilities on islands in Tonga. Thus, an open-source GIS stands out as an essential tool for risk management. Similar issues arise in the context of a cyclonic event such as the strongest and dramatic category-5 cyclone (Ian) of January 2014 (Havealeta et al. 2017; Johnston 2015). Damages across the Ha’apai island group were considerable, with 18 villages affected, 1094 buildings destroyed, and 2335 people relocated (Government of Tonga 2014). This study documents 6125 currently vulnerable residents on Ha’apai, and indicates that along the path taken by the cyclone Ian, 2202 inhabitants are now located among 1158 buildings. Finally, reports indicate that 17 schools were destroyed, impacting 1293 children (Government of Tonga 2014), while at the same time many infrastructures already meeting cyclone-resistant building design were saved (World Bank 2022). These examples further highlight the urgent need for a full GIS database capable of specifying precise building functions.

Conclusion

This study focused on a rapid, low-cost approach for locating and quantifying vulnerable residents and infrastructures as precisely as possible. It involves aggregating open-access datasets, cross-checking for consistency, and generating dasymetric population maps using an open-access GIS package. Its application to the population of Tonga, which is scattered over 45 islands and lives mostly in coastal areas (~ 62% of inhabitants reside below 15 m elevation), was tested on a coastal belt defined by the limits of the highest tsunami run-up (+ 30 m) observed in the built-up areas of Tonga after the tsunami of January 15, 2022. High concentrations of built infrastructure in the tsunami exposure zone (~ 74% below the 15 m elevation contour) illustrate the high level of vulnerability of Tonga to ocean-related hazards. The mapping approach highlights the large disparity in population and building densities from one island to another, with villages positioned in a diversity of topographic settings. These results improve existing datasets from the Tonga Statistics Department by providing more accurate geographic limits for population and buildings through the coastal populated areas. In addition to documenting an entire population of scattered islands from the angle of its exposure to tsunamis (in particular the 2009 and 2022 tsunamis), we developed a dasymetric population mapping methodology—achieved in a short time span (less than two days after the 2022 tsunami) and using a small number of open-access datasets—to obtain a maximum number of vulnerable residents and buildings potentially affected by coastal hazards. Using the population data of 2016 (the only reliable dataset at the time of writing), this paper has aimed to provide a snapshot of population distribution and possible rapid decision-making actions that could have been taken following the 2022 tsunami event. By estimating a fraction of vulnerable population per populated area and affording precise visualization tools, this mapping-focused methodology is likely to appeal to a number of academic and operational stakeholders for its transferability to coastal zones more generally, and particularly to insular settings where first responders and risk management organizations need to acquire and analyze complex but reliable primary datasets. If enhanced by (1) regular updates of annual census data, by (2) monitoring of inter-island migratory movements, by (3) tracking patterns of relocation and reconstruction after disastrous events, and by (4) analyzing vulnerability patterns on remote islands with few communication links, the primary datasets and the methodology presented here can gain in accuracy, thereby assisting in planning increasingly precise and proportionate emergency rescue targets in the future.

Availability of data and materials

All data generated and analyzed during this study are included in this published article and its supplementary information files.

Abbreviations

CEMS:

Copernicus Emergency Management Service

HTHH:

Hunga Tonga-Hunga Ha'apai

SRTM:

Shuttle Radar Topography Mission

TSD:

Tonga Statistics Department

UNITAR:

United Nations Institute for Training and Research

UNOSAT:

United Nations Satellite Centre

USGS HDDS:

United States Geological Survey Hazards Data Distribution System

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Acknowledgements

We are grateful to the editor and to two anonymous reviewers, who helped to improve the paper.

Funding

Open Access funding enabled and organized by Projekt DEAL. This work was partly funded by New Zealand’s Strategic Science Investment Fund (SSIF).

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Contributions

Study conception and design: BT, JR, and YG. Material preparation, data collection, and data analysis: BT, SA, and JR. First draft was co-written by BT and JR, edited by YG, with all authors critiquing subsequent versions and approving the final manuscript thereafter. All authors read and approved the final manuscript.

Corresponding author

Correspondence to Bruce Enki Oscar Thomas.

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The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

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Supplementary Information

Additional file 1.

 Shapefiles of the populated areas in Tong, all details are provided in the associated Word document (Supplementary Material Dataset PA.docx).

Additional file 2.

Excel file providing a precise estimation of population and building numbers for each user-defined coastal elevation band and for each village.

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Thomas, B.E.O., Roger, J., Gunnell, Y. et al. A method for evaluating population and infrastructure exposed to natural hazards: tests and results for two recent Tonga tsunamis. Geoenviron Disasters 10, 4 (2023). https://doi.org/10.1186/s40677-023-00235-8

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