Nature Conservancy, 2 Collaborators Issue Issues Report Entitled 'Reducing Caribbean Risk – Opportunities for Cost-Effective Mangrove Restoration and Insurance'(Part 2 of 4)
Here are excerpts:
(Continued from Part 1 of 4)
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Benefit-Cost Analysis of Mangroves in the
Government agencies and the world's biggest (re-)insurers are considering how their funds could be invested in habitat restoration to reduce future risk and build resilience. For example, the
Methods
We have developed benefit-cost maps based on (i) recently published work that measures the benefits of mangroves for flood risk reduction globally (Menendez et al., 2020), (ii) new data on the costs of mangrove restoration, and (iii) the assessment of mangroves as a 30-year coastal asset. The core assessment considers coastal flood risk and the value of mangroves for reducing this risk.
To measure and value the coastal protection benefits provided by mangroves, we follow the Expected Damage Function approach (Figure 3) commonly used in engineering and insurance sectors and recommended for the assessment of coastal protection services from habitats (
Our estimates are based on a set of global process-based models, applied to the
The values that we have provided for both mangroves and coral reefs (Beck et al., 2018a; Menendez et al., 2020) are the first global estimates of flood risk reduction benefits provided from process-based models for any coastal or marine ecosystem. This work represents a state of the art in global flood risk and benefits assessment and has been shown to provide better estimates than replacement cost approaches (Barbier et al., 2015;
We measure the flood protection benefits of mangroves all over the world for coastal flooding from extreme water levels at the shoreline. Following this approach, the role of mangroves in coastal protection is examined by measuring the economic impacts of coastal flooding on people and property under two scenarios: with and without mangroves. The "without mangroves" scenario assumes complete loss of the habitat and the consequent erosion of the intertidal area into a smooth sandy surface.
Our global study covers 700,000 km of mangrove-inhabited coastline that includes more than 141,000 square km of mangroves. The models require a huge amount of data and high computational effort, so a four-level subdivision of the world is made to organize data and modeling efforts (see Figure 4). The first level is the division into five macro-regions, corresponding to the five ocean basins of tropical cyclone generation (Knapp et al., 2010). The second level divides the 700,000 km of coastline into 68 sub-regions considering coastline transects of similar coastal typology (e.g., islands and continental coasts) and similar ecosystem characteristics. The third level of disaggregation involves local scaling, taking units with 20 km of coastline and extending up to 30 km inland and 10 km seaward, with the aim of providing local results. The fourth, and final, subdivision is the coastline profiling of every kilometer.
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Figure 3: Key Steps and Data for Estimating the Flood Protection Benefits Provided by Mangroves.
Figure 4: The Geographic Subdivisions for Hydrodynamic Models.
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First, we define cross-shore (i.e., seaward to landward) coastal profiles every 1 km for all mangrove coastlines globally and group them into 20 km study units. The 700,000 global coastal profiles are grouped and classified using a library of 750 pre-existing cross-shore, 1-D profiles that were developed based on data from
Then, we follow a multi-step framework:
1. Estimate offshore dynamics. Produced from tropical cyclones and regular climate conditions. This measures the flood protection service of mangroves all over the world for two climatic conditions: (i) Cyclonic, i.e., the conditions of high-intensity extreme waves and storm surge induced by tropical cyclones; and (ii) Non-cyclonic, i.e., the "regular" waves generated by low-intensity local storms. The data sets on tropical cyclones and waves are global and provide locally specific information from more than 7,000 historical cyclones (Knapp et al., 2010) and 32 years of data on waves and sea level.
2 Estimate nearshore dynamics produced by non-cyclonic and cyclonic conditions. Once we resolve offshore dynamics, we obtain waves and storm surge on the seaward side of each cross-shore profile. Waves interact with the sea floor and other obstacles (e.g., islands) as they approach the coast and modify height and direction through shoaling, refraction, diffraction, and breaking processes. Regular climate is propagated following a hybrid downscaling. The 32-year long series, from 1979 to 2010, includes 280,000 sea states (one sea state is a 1-hour record of wave height, peak period, and total water level). Considering the 700,000 coastal profiles and the 280,000 sea states results together is an unmanageable number of cases. Therefore, we reduce the number of sea-state propagations by considering only the 3,787 non-repeated combinations of wave height, peak period and total water level (SS+AT+MSL) and, then, applying the Maximum Dissimilarity Algorithm (MDA) to obtain 120 sea states to be propagated to shore following with Snell's law and the shoaling equation. Tropical cyclone nearshore hydrodynamics are estimated using a previously derived regression model (see Menendez et al., 2020). We apply regression models in each profile, and we obtain the same parameters as for regular climate.
3. Estimate the effects of mangroves on flood reduction. This consists of propagating ocean hydrodynamics over mangrove forests which dissipate wave and surge energy, and, consequently, reduce flood height. Flood height is a function of mean sea level, astronomical tide and wave runup. Mangrove dissipation takes place by means of breaking and friction processes. Given the large scale of this analysis, we follow a simplified approach for vegetation modeling. We use the model developed in
4. Estimate the land flooded (impact) due to extreme water levels along the shoreline by intersecting the flood height with topography. We use a global GIS model to calculate the extent and height of inland flooding due to the flood height at the shoreline with and without mangroves, from tropical cyclones and regular climate.
5. Calculate the (averted) flood damages to people and property. We use global datasets and GIS models to estimate the damages to property (economic) and people (social) from flooding due to tropical cyclones and regular climate, with and without mangroves. We determine flood damage using depth-damage curves, which identify the flood damage that would occur at specific water depths. Two sources of information have been used to obtain these damage curves: the
Data and Model Assumptions
Population Data
Global exposure data for people was obtained from the Socioeconomic Data and Applications Center (SEDAC) fourth version of Gridded Population of the World at a 1 km spatial resolution (http://sedac.ciesin.columbia.edu/data/collection/gpw-v4). SEDAC is freely available, and includes a map viewer to see the global distribution of different socio-economic assets (http://sedac.ciesin.columbia.edu/mapping/viewer/).
Residential and Industrial Property Data
This study uses data from GAR15 (Desai et al., 2015) on the economic value of the residential and industrial building stock, which is based on 2010 economic data from the
Gross Domestic Product
World Development Indicators from the
Damage Functions
Global flood depth-damage functions are needed to evaluate damages for different flood levels. A new report from the
Limitations and Adjustments
Our efforts represent state of the art process-based assessments of flood risk and mangrove benefits globally. For most countries with mangroves, these represent the best data and models for mangrove benefits, and for many countries the best national level estimate of flood risk. For this study, we have developed a dataset of several thousand simulations to describe how mangroves modify extreme water levels at the shoreline, for every kilometer of mangrove coastline in the world. This approach is computationally highly efficient and allows us to estimate coastal flood risk for new scenarios of mangrove presence and extent. However, for local scale analyses, it is sometimes possible to obtain higher resolution data for example for bathymetry, topography, and assets.
Based on prior work and our own sensitivity analyses, the greatest sources of uncertainty in coastal flood risk assessments are estimates of topography (Menendez et al., 2019). Given that flooding and damage from tropical storms are among the greatest risks to people and property, better elevation and depth data is urgently needed. Fortunately, in the past decade, there has been a substantial increase in the availability of high-resolution coastal elevation data through the widespread use of LIDAR. Nearshore bathymetry, however, remains a major gap, though there are advances in remote sensing that could help.
Our coastal flooding analyses have several significant, combined improvements over other recent global flooding analyses including downscaling to 30 m resolution; consideration of hydraulic connectivity in the flooding of land; the use of 30 years of wave, surge, tide, and sea level data; reconstruction of the flooding height time series and associated flood return periods. Our flood risk models also include ecosystems for the first time, which represent critical advances in the assessment of flood risk. Major remaining constraints for global coastal flooding models include the consideration of flooding as a one-dimensional process and the difficulty in adequately representing flooding on smaller islands.
Our preliminary review of the results from the global analysis identified that a handful of countries had very high values of benefits per hectare (up to millions per hectare). To be conservative, we assumed that these values were too high and represented outliers. Two measures were taken to address these outliers. First, countries with less than 100 hectares of mangroves were excluded from the analyses as there were too few mangroves in these countries to reliably estimate benefits from a global model. This excluded a total of 15 countries including
Once we excluded the countries above, there were 7 more countries including the US,
It is certainly possible to design specific mangrove restoration projects to deliver very high flood protection benefits (i.e., much greater than
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Assessing Costs of Mangrove Restoration
We gathered published data on the costs of mangrove restoration across the wider
Restoration costs across the wider
Costs per hectare are typically lower for larger restoration projects. In general, the factors influencing the costs of mangrove restoration projects are four-fold: (i) the costs of land and permits; (ii) the costs of obtaining and transporting the material; (iii) the costs of designing and constructing the project, and; (iv) the costs of monitoring and maintaining the project post-construction (Narayan et al., 2019). Since mangrove restoration happens in the inter-tidal zone, the availability and price of land and the necessary permits are an important factor influencing costs. Another factor that influences costs is the restoration technique. Restoration by planting mangrove saplings manually can be cheap if these projects make use of local, voluntary labor. Projects involving hydrological restoration can be more expensive due to the need for specialized equipment, labor and the purchase and transportation of sediment. Maintenance and monitoring are other important cost components, though often not reported in restoration projects. We find that specific maintenance actions, such as fencing restoration sites to reduce disturbance can significantly add to overall project costs (Narayan et al., 2019).
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Figure 5 Costs of Mangrove Restoration and Construction of Artificial Coastal Structures in the
Restoration costs vary by region, given the variation in the costs of project components. Restoration in the US is considerably more expensive than across the wider
Thus, in our benefit to cost ratio analyses, we used two different average costs of restoration. For projects in the US, we assumed an average cost of restoration per hectare of
Benefit-Cost Ratios
Our B:C analyses combine information from (i) annual expected flood risk reduction benefits ($) provided by mangroves in each 20 km coastal unit; (ii) total hectares of mangrove in each unit; and (iii) average costs of restoration per hectare.
Using data on mangrove benefits and restoration costs, we calculated benefit-cost ratios for each coastal unit. In our analyses, we assume that restoration means the return or recovery of mangrove habitat into areas where they once occurred. In addition, we calculated benefits per mangrove hectare for each coastal segment. We mapped the data in ArcGIS to visualize spatial differences in B:C ratios and benefit value per hectare.
To estimate B:C ratios, we assume that future restoration benefits per hectare will be similar to current flood risk reduction benefits per hectare within each coastal unit as measured in Menendez et al. (2020). Mangroves in areas with significant storms and high economic exposure offer more benefits per hectare than areas with fewer storms and less economic exposure.
We assume that mangrove restoration projects represent a 30-year coastal infrastructure asset (i.e., a 30-year project lifetime). We apply two different discount rates across this project lifetime: 4% and 7%. Four percent is consistent with values for project assessments with the
Results
The results identify that there are cost effective opportunities for mangrove restoration across the
Results are robust to changes in discount rates. For mangroves, there are only 15 (8%) coastal study units that drop below the cost-effective threshold at a 7% discount rate (Figure 8) as compared to 4% rate.
Restoration project benefits per hectare varied widely across the
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Figure 6: Benefit to Cost Ratios for Mangrove Restoration across the
Figure 7: Benefits of Mangrove Restoration per Hectare at 4% Discount Rate. The values are summarized in coastal study units which cover approximately 20 km of coastline. We use the spatially explicit, annual expected flood risk reduction benefits for each coastal unit from Menendez et al. 2020 and divide by the total hectares of mangrove in each unit. We then calculate the benefits of the asset over a 30-year time period at a 4% discount rate.
Figure 8: Benefit to Cost Ratios for Mangrove Restoration across the
Figure 9: Benefits of Mangrove Restoration per Hectare at 7% Discount Rate. The values are summarized in coastal study units which cover approximately 20 km of coastline. We use the spatially explicit, annual expected flood risk reduction benefits for each coastal unit from Menendez et al. 2020 and divide by the total hectares of mangrove in each unit. We then calculate the benefits of the asset over a 30-year time period at a 7% discount rate.
Figure 10: Benefit to Cost Ratios for Private Property Benefits of Mangrove Restoration. This map considers only the flood reduction benefits in averted damages to private property across the
Figure 11: Benefit to Cost Ratios for Public Property Benefits of Mangrove Restoration. This map considers only the flood reduction benefits in averted damages to public property across the
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(Continues with Part 3 of 4)
The report is posted at: https://www.nature.org/content/dam/tnc/nature/en/documents/TNC_MangroveInsurance_Final.pdf
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Nature Conservancy, 2 Collaborators Issue Issues Report Entitled 'Reducing Caribbean Risk – Opportunities for Cost-Effective Mangrove Restoration and Insurance'(Part 3 of 4)
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