Potential Effects of Sea Level Rise and High Tide Flooding on Laterallus jamaicensis jamaicensis (Eastern Black Rail) Coastal Breeding Areas

Open-File Report 2021-1104-F
By:  and 

Links

Acknowledgments

We would like to thank Christine Addison Buckel of the National Oceanic and Atmospheric Administration National Centers for Coastal Ocean Science and Auriel Fournier of the Illinois Natural History Survey and University of Illinois Urbana-Champaign for providing edits and comments on this chapter. This research was funded by the U.S. Geological Survey Midwest Climate Adaptation Science Center, Southeast Climate Adaptation Science Center, and National Climate Adaptation Science Center. This research also was supported in part by an appointment to the U.S. Geological Survey Research Participation Program administered by the Oak Ridge Institute for Science and Education- through an interagency agreement between the U.S. Department of Energy and the U.S. Department of the Interior. The Oak Ridge Institute for Science and Education is managed by Oak Ridge Associated Universities under the U.S. Department of Energy.

Abstract

Laterallus jamaicensis jamaicensis (eastern black rails; Gmelin, 1789) are facing increasing risk from flooding in coastal breeding habitats because of rising sea levels combined with standard high tide flooding. In this report, we examine regional differences in relative rates of sea level rise, days in the breeding season above historical high tide flooding thresholds, future inundation of current (2021) emergent wetlands, and potential marsh resiliency for the breeding distribution of the eastern black rail across the Atlantic and U.S. Gulf coasts. By midcentury (2050), two sea level rise scenarios (intermediate low and intermediate) indicate that areas analyzed in Texas and the Mid-Atlantic will experience at least minor flood levels for more than half of the breeding season. By the end of the century (2100), all tidal gages in the Atlantic and U.S. Gulf coasts are projected to experience at least moderate flood levels for most of the current (April–September) eastern black rail breeding season. In some areas like New Jersey, this translates to inundation for most of the emergent wetlands in the representative parishes and counties analyzed in this report. In other parts of the coastal distribution, estimates of increases in inundation are lower or more variable, stemming from differences in the elevation of existing emergent marsh, especially at the herbaceous wetland/woody wetland transition zone. Sea level rise and tidal flooding are not projected to pose an equal risk across the coastal distribution of the eastern black rail, leading to variation in risk of nest loss because of flooding. The degree to which these wetlands and birds will adapt to changing sea level and salinity depends on a range of factors including future expansion of developed areas and the ability of marsh areas to move inland. Restoration and active management of coastal wetland areas may be necessary to maintain appropriate breeding habitat.

Purpose and Scope

Laterallus jamaicensis jamaicensis (eastern black rail), a subspecies of Laterallus jamaicensis (black rail), were listed as threatened under the Endangered Species Act in 2020. Habitat loss, sea level rise (SLR) and tidal flooding, and storm intensity and frequency were identified as some of the primary threats to the eastern black rail and reasons for the listing decision (U.S. Fish and Wildlife Service, 2020). In subsequent years, extensive research including new distribution modeling has been completed to characterize the environmental needs of these birds now and into the future (Watts and Beisler, 2021); however, the secretiveness of eastern black rails has made assessing some of the current and future threats that are likely to affect this subspecies difficult.

The eastern black rail’s preferred nesting habitat is emergent wetlands, where dense vegetation provides protection from predators. In coastal wetlands, nesting occurs in the high marsh where the soil is wet or the water is shallow. This area may be inundated during lunar and wind-driven tidal events but is at a higher elevation than the area that is inundated by daily tides (Watts, 2016; Stevens and others, 2022). Individual studies have identified nest flooding as a substantial source of mortality for eastern black rails (Hand and others, 2021). Future nest flooding risk is projected to increase because of the combined effects of SLR, high tides, and storm events; however, little information is available on the exact location and success of nest sites with respect to elevation across the entire coastal distribution. Without data on nesting outcomes after flooding events to parameterize a model, quantifying current and future flooding effects on nests at a finely resolved spatial scale is not feasible. Additionally, the scale at which nest flooding occurs in a heterogeneous landscape (for example, habitat and elevation) and the coarse estimates of SLR and tidal height make it difficult to quantify exact flooding risk at a nesting-relevant scale. It is still possible to highlight areas that may face climate stressors compounded with existing habitat challenges.

To assess potential changes to coastal nesting habitat, we used ecological studies for the eastern black rail (Hand and others, 2021; Watts and Beisler, 2021; Stevens and others, 2022) and Ammospiza caudacuta (saltmarsh sparrow; Gmelin, 1788), a species with similar habitat requirements (Bayard and Elphick, 2011; Field and others, 2017); research on marsh resiliency and marsh migration; and projections for SLR. Our goal in this report is to provide a qualitative analysis of potential risks because of environmental changes (relative SLR and high tide flood frequency) in the absence of the necessary data (exact nesting locations, information on renesting frequency and success, and local marsh migration projections) for inclusion in a quantitative model.

The eastern black rail is a cryptic marsh bird that, in the United States, primarily inhabits the Atlantic and U.S. Gulf coasts (fig. 1) with some inland populations in the Great Plains (not shown; Watts, 2016). Coastal parishes and counties that have ocean-connected land less than or equal to 10 feet (ft) (referenced to North American Vertical Datum of 1988) above sea level are denoted on figure 1. For the purposes of this report, which explores changes in tidal flooding caused by climate change, we focus on the coastal distribution of the subspecies, particularly in areas with recent breeding activity (Watts, 2016); six county clusters where gages have relative SLR projections were chosen from these areas to demonstrate a variety of vulnerability (fig. 1).

Parishes and counties with recent breeding activity span from South Texas to New Jersey
                     with six regions chosen for analysis. Tidal gages are marked across the coast with
                     one tidal gage approximately every 2-4 parishes and counties, but with less coverage
                     in coastal Louisiana and more coverage in Virginia, Maryland, Delaware and New Jersey.
Figure 1.

Map showing Laterallus jamaicensis jamaicensis (eastern black rail) coastal breeding range.

Eastern Black Rail Ecology

The eastern black rail’s secretive nature has made this subspecies difficult to study (Roach and Barrett, 2015). The studies that provide background for this report primarily used vocalizations to identify rail occurrence. These data do not provide information on breeding ecology including population responses to environmental factors like nest flooding (Watts and Beisler, 2021). Recent advances in camera trap data provide more insight into eastern black rail habitat use but have only been deployed in limited parts of the subspecies’ range (Hand and others, 2021).

The wide but patchy geographic distribution (Stevens and Conway, 2021) of the eastern black rail makes it difficult to comprehensively evaluate subspecies status with relation to their current and future environment; however, surveys and range-wide studies have broadly identified the conditions necessary for eastern black rails (see Watts and Beisler [2021] for recent advances). The eastern black rail is a wetland-dependent bird, and occupancy models indicate that this subspecies prefers high marsh, occupying the transition zone at the edge of nonforested wetlands where dense vegetation provides protection from predators (Stevens and others, 2022) and where elevation provides protection from tidal inundation except during extreme tides (Watts, 2016). Eastern black rails nest and use areas with shallow water or wet soils that stay wet even during dry periods (Hines and others, 2024) and locations where they can build nests high enough to prevent flooding, avoiding low tidal marshes (Watts, 2016; Haverland and others, 2021). Several studies on eastern black rail locations note the importance of this high marsh (Haverland and others, 2021; Stevens and others, 2022).

Flooding Risk to Eastern Black Rail

Because of their reliance on coastal marsh habitat, eastern black rails are at risk from tidal flooding. Eastern black rails are most vulnerable to flooding during nest incubation, brooding, and molting periods. Across their distribution, egg laying and incubation occur between March and August; nesting peaks around the third week of June with no significant difference in timing by region (Watts, 2021). Although documentation on nest outcomes is limited, where it has been studied, nest flooding was the greatest cause of egg loss for the eastern black rail (Legare and Eddleman, 2001). The combined effects of rising sea levels with high tides, particularly during nesting season, have been identified as some of the greatest threats to the subspecies’ productivity and survival (Hand and others, 2021; Watts and others, 2021).

The risk and response of the eastern black rail to nest flooding and increasing flood potential have not been extensively studied. Another coastal wetland bird species with overlapping distribution that also nests in the high marsh, the saltmarsh sparrow, has received more attention. Nest flooding is a major source of nest failure for the saltmarsh sparrow; inundation depth and frequency of nest flooding are strongly correlated with nest failure (Bayard and Elphick, 2011). Population models that incorporate SLR indicate a reduction in successful reproduction to the point of extinction in the absence of marsh migration (Field and others, 2017). For Maryland, Audubon Maryland-DC developed a tool to identify areas for marsh conservation and restoration in the face of SLR specifically targeting the high marsh system used by saltmarsh sparrows (Lerner and others, 2013). The future changes to breeding habitat identified for the saltmarsh sparrow are likely mirrored in future risks to the eastern black rail.

Analysis Range and Habitat Selection

To investigate the future risk of flooding in eastern black rail breeding areas, we determine a range of parishes and counties along the Atlantic and U.S. Gulf coasts for analysis and further restrict analyses to certain land cover types and seasons. Analysis was limited to April–September (a total of 183 days). This period includes likely timing of egg laying, incubation, hatching, and then adult molting when eastern black rails are at risk from inundation (Hand and others, 2021).

Potential habitat is delineated two ways: (1) a conservative approach considers all areas in a county in the 30-meter (m) resolution National Land Cover Database (NLCD) dataset designated as emergent herbaceous wetland (NLCD class 95) to be potential habitat (Dewitz, 2023) and (2) a second designation considers only the transition zone, which is the part of emergent herbaceous wetland within 500 m of woody wetland (NLCD class 90) as potential habitat. The second approach has a reduced absolute area, but inundation percentages tend to be lower because this transition zone is more inland. We compared the NLCD emergent wetland data layer with wetland layers in other products including the 30-m resolution Coastal Change Analysis Program (C-CAP) 2016 Regional Land Cover dataset and the most recent National Wetlands Inventory vector dataset (Office for Coastal Management, 2024; U.S. Fish and Wildlife Service, 2024). Agreement in the historical distribution of wetland among all three datasets was consistent. The added marsh type delineation in C-CAP and National Wetlands Inventory was ultimately deemed unnecessary given the lack of specific nesting site data, and NLCD emergent herbaceous wetland was the delineation used in this analysis. Several studies on eastern black rail locations note the importance of high marsh (Haverland and others, 2021; Stevens and others, 2022), and multiple recent datasets characterize this classification covering sections of the Atlantic and U.S. Gulf coasts using different methodologies (Allen and others, 2017; Correll and others, 2019; Enwright and others, 2022); however, this report uses a spatially consistent dataset (the NLCD dataset) to demonstrate the inundation risk across parishes and counties of interest.

For the scope of this report, we focus on coastal parishes and counties with possible, probable, or confirmed eastern black rail breeding activity post-2010, as listed in Watts (2016) and identified in figure 1. Additional parishes and counties with ocean-connected land 10 ft or less in elevation without recent reported eastern black rail activity are identified (U.S. Geological Survey, 2024). Ten feet was chosen because of the range of projected SLR available from the National Oceanic and Atmospheric Administration (NOAA) Sea Level Rise Viewer (National Oceanic and Atmospheric Administration, 2024). Six regions with recent breeding activity were selected to assess how SLR, high tide flooding frequency, and land cover distribution will affect historical habitat inundation across the range (fig. 1).

Relative Sea Level Rise and High Tide Flooding Levels

SLR is driven by changes in climate, and SLR scenarios follow from emissions scenarios; however, there is no direct one-to-one correspondence between a single emissions pathway used to discuss climate projections (for example, Shared Socioeconomic Pathway [SSP] 2–4.5) and a single scenario of SLR. Because of a combination of processes that may occur within several emissions scenarios and the inclusion of lower confidence processes related to ice sheets, SLR scenarios are assigned a level of probability of occurring under a given emissions scenario (fig. 2). In this report, we considered two SLR scenarios that bound the likely range of SLR for the moderate and high emissions scenarios (representative concentration pathway [RCP] 4.5 and 8.5, respectively) and the median of the 2050 extrapolation-based estimates of global mean sea level (GMSL); these SLR scenarios are the intermediate low (0.5 m of GMSL rise by 2100) and the intermediate scenarios (1 m of GMSL rise by 2100) (Sweet and others, 2018, 2022). The intermediate low SLR scenario has the greatest probability of occurring under an intermediate emissions scenario (for example SSP2–4.5 or RCP 4.5) when considering medium-high (dark yellow in fig. 2) and low (light yellow in fig. 2) confidence processes. Low confidence processes are Antarctic and Greenland ice-sheet processes with low agreement regarding rates, magnitude, and thresholds of change (Sweet and others, 2022). The intermediate SLR scenario has the greatest probability of occurring under a high emissions scenario (for example SSP5–8.5 or RCP 8.5) when low confidence processes (light red in fig. 2) are disregarded. The use of multiple scenarios allows for more comprehensive risk assessment, especially at end of century. The use of other SLR scenarios such as intermediate high (1.5 m of GMSL rise by 2100) and high (2 m of GMSL rise by 2100) will exacerbate risks detailed here because sea levels would rise more rapidly and to a higher point by 2100.

Intermediate emissions pathways and intermediate emissions low confidence pathways
                     make up the largest contribution to the intermediate low GMSL rise scenario. High
                     emissions pathways make up the largest contribution to the intermediate GMSL rise
                     scenario.
Figure 2.

Graph showing proportions of the contributions from different Intergovernmental Panel on Climate Change Annual Report 6 sea level trajectories to each of the five global mean sea level rise scenarios used in Sweet and others (2022). The emissions pathways associated with the sea level trajectories are as follows: low emissions (Shared Socioeconomic Pathway [SSP] 1–1.9 or SSP1–2.6), intermediate emissions (SSP2–4.5), high emissions (SSP3–7.0 or SSP5–8.5). Shifts among different global mean sea level rise scenarios approximately reflect the relative odds of being close to a given scenario under different emissions pathways; for example, the low scenario is much more plausible under a low emissions pathway, whereas the intermediate and high scenarios are much more likely to be associated with high emissions pathways and with low-confidence ice-sheet processes (modified from Sweet and others [2022]).

These SLR scenarios represent a single average value of GMSL, which is driven by thermal ocean expansion and contributions from melting ice; however, the true SLR experienced in a location—relative SLR—is driven by additional local processes, including subsidence or accretion of coastal land, land water storage, stereodynamic effects from shifting wind and ocean currents, and gravitational and deformation driven changes from ice-mass loss (Sweet and others, 2022). These processes occur across multiple scales and can cause sea level variability from year to year. Data are presented here for the projected relative SLR at 2100 under the intermediate low and intermediate SLR scenarios (figs. 3 and 4; Sweet and others, 2022) relative to the historical Mean Higher High Water in 2000. Figures for relative SLR at 2050 are available in appendix 1; however, users should be aware of the uncertainty in these projected levels (app. 1) and that a given sea level may occur sooner or later at a given location. Mean Higher High Water is set as the threshold that is exceeded by water levels about 50 plus or minus (±) 5 percent of the days per year at a location within the historical tidal epoch (1983–2001).

Parishes and counties with recent breeding activity span from South Texas to New Jersey
                     with six regions chosen for analysis. Gages are shaded by the amount of relative sea
                     level rise, with the Florida Panhandle projected at the lower end and areas in North
                     Texas and Louisiana with higher rates.
Figure 3.

Map showing median projected relative sea level rise (in centimeters; relative to 2000 Mean Higher High Water) at tidal gage locations in 2100 under the intermediate low sea level rise scenario (0.5-meter global mean sea level rise by 2100). Values for the 17th and 83d percentile sea level rise projections at each tidal gage are available in appendix 1.

Parishes and counties with recent breeding activity span from South Texas to New Jersey
                     with six regions chosen for analysis. Gages are shaded by the amount of relative sea
                     level rise, with the highest rates in North Texas and Louisiana and Virginia, Maryland
                     and Delaware.
Figure 4.

Map showing median projected relative sea level rise (in centimeters; relative to 2000 Mean Higher High Water) at tidal gage locations in 2100 under the intermediate sea level rise scenario (1-meter global mean sea level rise by 2100). Values for the 17th and 83d percentile sea level rise projections at each tidal gage are available in appendix 1.

Relative sea level is calculated at tidal gages, but the density of gages differs across the coastline. The Interagency Task Force on Sea Level Rise developed a representation of relative sea level on a 1-degree grid to provide more even coverage across the coast, and this product is recommended when looking at scenarios in areas without a tidal gage (county scale or greater; Collini and others, 2022). We include relative sea level and high tide flooding days at the tidal gage locations (fig. 1). This is the scale at which the high tide flooding frequency data are available and provides consistency between this information and relative SLR scenarios. The uncertainty in relative sea level projections (19–52 centimeters [cm] between 17th and 83d percentile projections at 2100 depending on scenario and gage) is greater than that between the tidal gage relative sea level and closest centroid relative sea level at several locations (app. 1, table 1.2). Additionally, the NOAA Sea Level Rise Viewer recommends that users round to the nearest 1-ft increment when investigating SLR inputs because of the elevation and tidal surface measurement accuracy (National Oceanic and Atmospheric Administration, 2022).

As sea level rises, the occurrence of high tide flooding events will increase by a factor of 5 to 10 from 2020 to 2050 under the intermediate SLR scenario in all locations along the Atlantic and U.S. Gulf coasts (Sweet and others, 2018; May and others, 2023). This increase is concerning for eastern black rail given its vulnerability to flooding events during nesting and molting. High tides are driven by several factors including tidal cycles and will be altered by rising sea levels, changes in ocean circulation, and shifting wind patterns (Sweet and others, 2018). Year-to-year variability is expected given the uncertainty in these driving factors and tidal cycles and may result in rapid increases in high tide events and clusters of extreme events (Thompson and others, 2021). High tide flooding thresholds presented here are NOAA-derived thresholds based on a comparative analysis of tidal data across the United States (Sweet and others, 2018). High tide flooding thresholds are defined relative to their expected effect: minor (more disruptive than damaging), moderate (damaging), or major (destructive). Sweet and others (2018) developed a spatially consistent threshold: 0.5±0.19 m, 0.8±0.25 m, and 1.17±0.39 m for the three levels, respectively. Local variation of these thresholds is provided in appendix 1.

We examined the projected number of high tide flooding days at these local thresholds developed by Thompson and others (2021) between April and September (a total of 183 days) to assess the changing risk to the eastern black rail during the breeding season (Thompson and others, 2021). The median number of projected high tide flooding events during the breeding season (a sum of the median projected value for each month) for the minor, moderate, and major high tide flooding thresholds is presented at each of the eastern black rail gage locations under a range of SLR scenarios and time periods (figs. 5, 6, 7, and 8). Values bounding the very likely range of projected days are provided in appendix 1 (tables 1.3, 1.4, 1.5, 1.6, 1.7, and 1.8). Note that these uncertainty values do not include the uncertainty within the SLR scenarios themselves (Thompson and others, 2021). These data are available in the Flooding Analysis Tool (https://sealevel.nasa.gov/data_tools/15/), developed in collaboration with the National Aeronautics and Space Administration Sea Level Change Team and the University of Hawaii Sea Level Center using the 2022 relative SLR scenarios (Sweet and others, 2022) and methodology from Thompson and others (2021).

Parishes and counties with recent breeding activity span from South Texas to New Jersey
                     with six regions chosen for analysis. In all gage locations the projected frequency
                     of moderate and major events is less than 10 per breeding season. The frequency of
                     minor events ranges from 0 to 100 with higher frequency along the Texas and Louisiana
                     coasts and in Virginia, Maryland and Delaware.
Figure 5.

Map showing median projected number of high tide flooding events from April to September relative to local thresholds experienced at the minor (outer circle), moderate (middle circle), and major (center) National Oceanic and Atmospheric Administration-derived thresholds for the intermediate low sea level rise scenario at 2050. Values are presented at tidal gages closest to Laterallus jamaicensis jamaicensis (eastern black rail) breeding parishes and counties (Watts, 2016). Note that the median value is the sum of 50th-percentile projected flooding days for each individual month.

Parishes and counties with recent breeding activity span from South Texas to New Jersey
                     with six regions chosen for analysis. In all gage locations the projected frequency
                     of moderate and major events is less than 10 per breeding season. The frequency of
                     minor events ranges from 0 to 100 percent with higher frequency along the Texas and
                     Louisiana coasts and in Virginia, Maryland and Delaware. Frequency of minor events
                     are slightly higher under this scenario than the intermediate low scenario.
Figure 6.

Map showing median projected number of high tide flooding events from April to September relative to local thresholds experienced at the minor (outer circle), moderate (middle circle), and major (center) National Oceanic and Atmospheric Administration-derived thresholds for the intermediate sea level rise scenario at 2050. Values are presented at tidal gages closest to Laterallus jamaicensis jamaicensis (eastern black rail) breeding parishes and counties (Watts, 2016). Note that the median value is the sum of 50th-percentile projected flooding days for each individual month.

Parishes and counties with recent breeding activity span from South Texas to New Jersey
                     with six regions chosen for analysis. In all gage locations the frequency of minor
                     events is at or near 100 percent across the entire coast, with moderate events at
                     or exceeding 50 percent and major events still occurring infrequently, except along
                     the Texas and Louisiana coasts where frequencies occur at 30 to 100 percent depending
                     on location.
Figure 7.

Map showing median projected number of high tide flooding events from April to September relative to local thresholds experienced at the minor (outer circle), moderate (middle circle), and major (center) National Oceanic and Atmospheric Administration-derived thresholds for the intermediate low sea level rise scenario at 2100. Values are presented at tidal gages closest to Laterallus jamaicensis jamaicensis (eastern black rail) breeding parishes and counties (Watts, 2016). Note that the median value is the sum of 50th-percentile projected flooding days for each individual month.

Parishes and counties with recent breeding activity span from South Texas to New Jersey
                     with six regions chosen for analysis. In all gage locations the frequency of minor
                     and moderate events is at or near 100 percent across the entire coast. Major events
                     occur at 100 percent along the Texas and Louisiana coasts and in Virginia, Maryland
                     and Delaware coasts, and at 20 to 30 percent along portions of the Florida coast.
Figure 8.

Map showing median projected number of high tide flooding events from April to September relative to local thresholds experienced at the minor (outer circle), moderate (middle circle), and major (center) National Oceanic and Atmospheric Administration-derived thresholds for the intermediate sea level rise scenario at 2100. Values are presented at tidal gages closest to Laterallus jamaicensis jamaicensis (eastern black rail) breeding parishes and counties (Watts, 2016). Note that the median value is the sum of 50th-percentile projected flooding days for each individual month.

Marsh Resilience

The inundation analysis in this report assumes static distributions of marsh land cover from historical data products. In reality, marsh landscapes are projected to respond and adapt to climate-driven changes in a variety of ways (FitzGerald and Hughes, 2019). To assess potential changes in marsh availability because of SLR, we examine two marsh products. First is a relative marsh resilience score from the tidal marsh resilience to sea level rise analysis developed by the NOAA Office for Coastal Management and the National Estuarine Research Reserve System (Stevens and others, 2023). This score assesses drainage basins with estuarine marsh (based on C-CAP data) according to the current marsh characteristics (using 2010 data), vulnerability to SLR, and adaptive capacity. These rankings do not provide an objective assessment of marsh health and resilience (the drainage basins are ranked from 1 to 10 relative to each other), but they do allow assessment across the full coastal distribution of the eastern black rail (fig. 9).

Total marsh resilience scores ranging from 1 to 10 with relatively low resilience
                     marsh at 1 and relatively high resilience marsh 10. Areas with very low resilience
                     marsh are along the northern Texas coast, the Louisiana delta, the eastern Florida
                     peninsula, and most marsh areas from Virginia northwards except portions of New Jersey.
                     High resilience marsh areas include the Panhandle and Big Bend of Florida, the coasts
                     of Georgia, South Carolina, and North Carolina.
Figure 9.

Map showing relative total marsh resilience scores developed by the National Oceanic and Atmospheric Administration Office for Coastal Management and the National Estuarine Research Reserve System (Stevens and others, 2023). Relative marsh resilience increases with score.

The marsh migration data developed by the NOAA Office of Coastal Management and available in the NOAA Sea Level Rise Viewer is used as a component of adaptive capacity in the marsh resilience score described previously. This marsh migration dataset can be analyzed in isolation to give a second assessment of potential marsh migration rates under multiple SLR heights (app. 2). In the absence of localized numerical marsh modeling for the full range of eastern black rail, these products allow for a comparison of relative marsh resilience. However, they do not capture local factors such as sediment dynamics in the same way as a more detailed model (Fuller and others, 2011) and do not account for competing pressures like mangrove expansion (Bardou and others, 2023).

Eastern Black Rail Coastal Flooding Risk Under Sea Level Rise

Rising sea levels leading to more frequent and more extensive high tide flood events will lead to a larger area of potential eastern black rail habitat inundation. To compare the consequences of these two changes, we assess the percentage of inundated habitat areas defined using the NLCD dataset under 0–9 ft of SLR for representative counties in six distributed regions (figs. 10, 11, 12, 13, 14, and 15). These percentages can be contextualized by comparing to the two sets of thresholds discussed here: relative SLR in figures 3 and 4 and in appendix1 (tables 1.11.2; figures 1.11.2) and high tide flood thresholds for each region, which are marked with dotted lines in figures 10, 11, 12, 13, 14, and 15 and defined in appendix 1 (tables 1.3, 1.4, 1.5, 1.6, 1.7, and 1.8).

Percentage of inundation increases with sea level rise in all counties for both habitat
                     designations. Inundation in Harris County increases much slower than the other three
                     counties and remains below 20 percent even at nine feet of sea level rise.
Figure 10.

Graph showing percentage inundation under 0 to 9 feet of sea level rise above the historical tidal epoch Mean Higher High Water for analysis counties in the Texas North 2 region (app. 1, table 1.9). Habitat designations are National Land Cover Database (overall emergent herbaceous wetland) and transition (500-meter strip of emergent herbaceous wetland adjacent to woody wetland). Minor, moderate, and major lines denote the historical high tide flooding thresholds at the nearest tidal gage.

Percentage of inundation increases with sea level rise in all counties for both habitat
                     designations. Inundation in both counties rises past ninety percent between 0 to 2
                     feet of sea level rise and then remains relatively constant.
Figure 11.

Graph showing percentage inundation under 0 to 9 feet of sea level rise above the historical tidal epoch Mean Higher High Water for analysis counties in the New Jersey Southern region (app. 1, table 1.9). Habitat designations are National Land Cover Database (overall emergent herbaceous wetland) and transition (500-meter strip of emergent herbaceous wetland adjacent to woody wetland). Minor, moderate, and major lines denote the historical high tide flooding thresholds at the nearest tidal gage.

Percentage of inundation increases with sea level rise in both counties for both habitat
                     designations. Inundation in both counties rises past ninety percent between 0 to 3
                     feet of sea level rise and then remains relatively constant.
Figure 12.

Graph showing percentage inundation under 0 to 9 feet of sea level rise above the historical tidal epoch Mean Higher High Water for analysis counties in the North Carolina Middle 2 region (app. 1, table 1.9). Habitat designations are National Land Cover Database (overall emergent herbaceous wetland) and transition (500-meter strip of emergent herbaceous wetland adjacent to woody wetland). Minor, moderate, and major lines denote the historical high tide flooding thresholds at the nearest tidal gage.

Percentage of inundation increases with sea level rise in both counties for both habitat
                     designations. Inundation in both counties rises between 0 to 2 feet of sea level rise
                     and then remains relatively constant.
Figure 13.

Graph showing percentage inundation under 0 to 9 feet of sea level rise above the historical tidal epoch Mean Higher High Water for analysis counties in the South Carolina South region (app. 1, table 1.9). Habitat designations are National Land Cover Database (overall emergent herbaceous wetland) and transition (500-meter strip of emergent herbaceous wetland adjacent to woody wetland). Minor, moderate, and major lines denote the historical high tide flooding thresholds at the nearest tidal gage.

Percentage of inundation increases with sea level rise in both counties for both habitat
                     designations. Inundation in both counties rises between 0 to 2 feet of sea level rise
                     and then remains relatively constant.
Figure 14.

Graph showing percentage inundation under 0 to 9 feet of sea level rise above the historical tidal epoch Mean Higher High Water for analysis counties in the Florida Panhandle East region (app. 1, table 1.9). Habitat designations are National Land Cover Database (overall emergent herbaceous wetland) and transition (500-meter strip of emergent herbaceous wetland adjacent to woody wetland). Minor, moderate, and major lines denote the historical high tide flooding thresholds at the nearest tidal gage.

Percentage of inundation steadily increases with sea level rise in Miami Dade county
                     for both habitat designations. Inundation in Broward County for both habitat designations
                     increases from 4 to 9 feet of sea level rise. Palm Beach County has no inundation
                     of habitat as defined in this study under 0 to 9 ft of sea level rise.
Figure 15.

Graph showing percentage inundation under 0 to 9 feet of sea level rise above the historical tidal epoch Mean Higher High Water for analysis counties in the Florida Southeast region (app. 1, table 1.9). Habitat designations are National Land Cover Database (overall emergent herbaceous wetland) and transition (500-meter strip of emergent herbaceous wetland adjacent to woody wetland). Note that no habitat is inundated under the current definitions in Palm Beach County. Minor, moderate, and major lines denote the historical high tide flooding thresholds at the nearest tidal gage.

Inundation levels are rounded to the nearest foot, and this inundation analysis quantifies the percentage of wetland habitat affected. Note that, depending on the amount of initial marsh habitat, a county with larger inundation percentages may still have larger absolute areas of a given habitat available. In most cases, the inundation of the transitional zone is at or below the inundation of the more inclusive emergent herbaceous wetland area because of its distance inland.

Combining the drivers (relative sea level rise and high tide flooding), exposure (inundation), and adaptive capacity (marsh resilience) allows for an assessment of relative risk from high tide flooding across the coastal breeding range of the eastern black rail. For example, the counties analyzed in Texas will experience a higher rate of relative SLR than other analysis areas (figs. 3 and 4) and more frequent occurrence of high tide flooding events (figs. 5, 6, 7, and 8), but they will initially experience a relatively low level of habitat inundation, likely because of the location and elevation of marsh areas along the Texas coast (fig. 10). This area has a medium marsh resilience score (fig. 9) and the potential for additional marsh area (app. 2).

The counties analyzed in New Jersey will likely experience a relatively high level of SLR (figs. 3 and 4) and high tide flooding events (figs. 5, 6, 7, and 8) and a steep increase in the percentage of habitat inundated under even small increases in relative sea level (fig. 11). This inundation is coupled with lower relative marsh resilience (fig. 9) despite potential area for marsh to expand (app. 2).

The northern coast of North Carolina will experience a relatively high level of SLR (figs. 3 and 4) and high tide flood event frequency (figs. 5, 6, 7, and 8; similar to the counties in New Jersey). Although habitat inundation is initially low in North Carolina under 0–2 ft of SLR, there is a steep increase under higher rates (fig. 12). The multifactor analysis of marsh resilience described previously gives this area a relatively good score (fig. 9); however, an analysis of potential marsh expansion area alone indicates little room for movement (app. 2).

The South Carolina counties exhibit a similar steep increase in coastal wetland inundation to the counties in New Jersey (fig. 13) but lower relative SLR (figs. 3 and 4) and high tide flooding event frequency than some other regions like North Carolina, New Jersey, and Texas (figs. 5, 6, 7, and 8). This area has a high marsh resilience score according to Stevens and others (2023); however, migration analysis indicates the potential for expansion only under low levels of SLR with loss at higher levels (app. 2).

The counties analyzed in the two regions of Florida are projected to experience the lowest relative SLR by 2100 (figs. 3 and 4) along with comparatively fewer (though still substantially increasing) high tide flooding events (figs. 5, 6, 7, and 8). The eastern Florida Panhandle will see a high percentage of habitat inundation under low to moderate levels of SLR (0–4 ft; fig. 14). This region also has a high marsh resilience (fig. 9) and higher potential marsh migration area (app. 2). The southeastern coast of the Florida Peninsula faces the most unique situation of the regions, mainly because of dense existing development along the coast and marsh areas limited to interior areas of the counties. Projected emergent herbaceous wetland habitat inundation is steadily increasing with SLR in the case of Miami-Dade County, whereas Broward County is only affected at higher levels of SLR and Palm Beach County faces no inundation of historical emergent herbaceous wetland in our analysis because these areas are farther inland (fig. 15). Marsh resilience scores for these counties are medium but are constrained to the immediate coast (fig. 9), and a countywide analysis indicates potential for estuarine and brackish marsh migration in Broward and Palm Beach Counties (app. 2).

By the end of century (2100), the high tide flooding frequency projections indicate daily occurrence of high tide events at or above the historical minor threshold under the intermediate low and intermediate SLR scenarios for all coastal locations. Under the intermediate SLR scenario, the projected relative SLR in locations along the coast will meet or exceed even the major high tide flood threshold for most of the breeding season. The high tide flooding frequency data provide no insight about the maximum tidal level expected beyond this threshold and therefore provide little information about the true inundation levels experienced during extreme high tidal events in conjunction with SLR. For example, under 4 ft of relative SLR (the median projected SLR at 2100 under the intermediate scenario), a high tide flood event that contributes an additional 4 ft of inundation (an approximate major high tide flood threshold) would potentially contribute to a combined 8 ft of sea level depth above Mean Higher High Water. The analysis presented here can capture these events as meeting or exceeding the major high tide threshold of 4 ft but does not fully capture the habitat effect of the event. Therefore, analysis presented here includes potential SLR inundation amounts that exceed the historical high tide flooding thresholds and the projected base level of relative SLR, although the habitat percentages account only for historical wetland distribution. Additionally, storm surge and wave events will increase this inundation even further.

Adaptive Capacity

Eastern black rail traits may allow the subspecies to adapt to some of the effects of SLR and high tide flooding. Habitat analyses in this report rely on coarse habitat designation; the wetland and transition zone filters used to designate potential nesting areas in this report likely include lower marsh areas that eastern black rails would not select. Additionally, the 3-m resolution digital elevation models used to calculate SLR extent smooth out high points, eliminating some elevational heterogeneity, and have an average vertical root mean squared error of as much as 10 cm (National Oceanic and Atmospheric Administration, 2022). Nest site selection on elevated sites even 6 cm above the substrate (Legare and Eddleman 2001) or building nests on top of vegetation provides some additional distance from flooding; however, the rate of SLR and future high tide flooding are likely to exceed the elevational flood protection of many historical nest sites.

Latitudinal differences in breeding phenology are not evident (Watts, 2021); however, eastern black rails have been recorded to renest in a single season after a first failed attempt (Legare and Eddleman, 2001). The success rate and propensity to renest after nest loss are not known for the eastern black rail. Where quantified in Anas platyrhynchos (mallards; Linnaeus, 1758; Arnold and others, 2010) and Charadrius melodus (piping plover; Ord, 1824; Swift and others, 2020), reproductive success often decreases with multiple nest attempts in a year. This decrease in success is partially explained by generally lower success for later season nesting.

The eastern black rail does not only nest in the tidal wetlands that are the focus of this report but also in grassy fields and freshwater wetlands with no tidal influence and managed impoundments (Watts, 2016). SLR will have little to no effect on noncoastal wetlands, so they were excluded from this report that focuses on threats from saltwater inundation. Noncoastal wetlands may become increasingly important breeding areas as sea level rises, which has led some working groups to strategize creation of new nontidal, freshwater wetland habitat (Atlantic Coast Joint Venture, 2020; Watts and Beisler, 2021). Where studied, eastern black rail seems to preferentially use managed impoundments versus other wetlands (Roach and Barrett, 2015). Although we do not focus on coastal impoundments, they are largely captured as emergent herbaceous wetland in the NLCD 2021 dataset (Dewitz, 2023) used to delineate possible habitat. Low-lying hydrologically unconnected areas are captured in the SLR spatial data used in this report (National Oceanic and Atmospheric Administration, 2024). As inundation levels exceed barriers, these areas are inundated, but their representation depends on the detail available in the elevation data used to map inundation depth (National Oceanic and Atmospheric Administration, 2022).

This report does not consider the active role that management could play in protecting low elevation habitat or altering vegetation type and density in support of eastern black rail habitat needs and nesting in impoundments. These management approaches could be a method for maintaining or creating habitat for eastern black rails and other marsh species in the future (Roach and Barrett, 2015). Areas like the Florida Everglades may provide additional benefits for marsh resilience and nesting availability through broader landscape-scale restoration and conservation efforts.

Compounding Stressors and Marsh Migration

Human modifications to coastal and near coastal systems are likely to impede marsh migration and marsh resilience without careful planning; for example, coastal squeeze between modified landscapes and rising sea level is likely to inhibit coastal habitat migration, and this risk is largest around developed, densely populated coastal areas (Borchert and others, 2018). In our analysis, the potential ability of wetlands to migrate is captured using the tidal marsh resilience to sea level rise analysis developed by the NOAA Office for Coastal Management and the National Estuarine Research Reserve System (Stevens and others, 2023) and marsh migration data available in the NOAA Sea Level Rise Viewer (National Oceanic and Atmospheric Administration, 2024). However, these products incorporate only historical patterns of urbanization and agriculture and do not include how potential area available for marsh migration will change with future human development. Projected marsh distribution shifts will also be slow and variable across the coast as inundation and salinity changes modify these ecosystems over time (Field and others, 2016).

This report details thresholds and changes associated with SLR and high tide flooding events, but storm surge and inland flooding from heavy rainfall events can also endanger nesting sites. In several locations along the coast, historical surge events of 5–10 ft have been detected since 1880 (Needham and Keim, 2012). This report does not catalog historical surge events or project how they might change; however, potential surge inundation can be mapped with the inundation values presented in figures 10, 11, 12, 13, 14, and 15. Given the potential for renesting, this analysis focuses on the threat posed by increasingly frequent breeding season high tide flooding events driven in large part by SLR. Location-specific storm surge event frequency has not been projected given the uncertainty of landfalling hurricane frequency changes in the United States under various climate scenarios (Marvel and others, 2023). Inland freshwater flooding may pose issues to managed and unmanaged areas but is beyond the scope of this report, which focuses on the threat posed by saltwater inundation.

Conclusion

Laterallus jamaicensis jamaicensis (eastern black rail) are at greatest inundation risk during April–September when they inhabit coastal marsh areas for breeding and molting. They require wetland habitat for nesting but are unable to easily escape high water during breeding season. Some of these areas are currently affected by high tide flooding events, and the total area of coastal marsh expected to be affected by high tide flood events will increase because of SLR. This report investigates the change in days above historical high tide flood thresholds within this essential habitat for nesting eastern black rail. This approach does not capture some important processes to understanding the full effect to eastern black rail (such as fine scale microtopography variations, marsh evolution, coastal surge events, and management choices) because of data limitations regarding nesting preferences and habitat use. However, this study provides a qualitative assessment of coastal marsh inundation risk under a progression of SLR heights and incorporates the increasing frequency of days at or exceeding historical high tide flood thresholds across the eastern black rail’s coastal breeding range.

Parishes and counties across the eastern black rail breeding range will face variable risks from high tide flooding and relative SLR. Eastern black rail breeding habitat is more at risk in areas with less historical habitat, higher rates of relative SLR, and a larger area of low elevation habitat. In some parishes and counties, coastal habitat has already been lost to land use change, reflecting the historical habitat loss that led to current subspecies decline. The distribution of habitat across the coast and the elevational gradient of the region are important factors for determining the risk to SLR and high tide flooding for eastern black rail. The resilience of marsh systems and the potential for inland marsh migration, which is mediated by current and future land development, are key considerations for future breeding habitat availability for these and other coastal wetland species. Lastly, the assessment of historical habitat inundation may underestimate potential nesting habitat if management options are not modeled and considered in future occupancy estimates.

References Cited

Allen, T., Morris, J., Walsh, J.P., Alexander, C., and Mordecai, R., 2017, Synthesis of high and low marsh habitat mapping, vulnerability and responses to sea-level rise in the South Atlantic region: South Atlantic Landscape Conservation Cooperative, accessed November 11, 2024, at https://www.sciencebase.gov/catalog/item/595e5ec4e4b0d1f9f05702d9.

Arnold, T.W., Devries, J.H., and Howerter, D.W., 2010, Factors that affect renesting in mallards (Anas platyrhynchos): The Auk, v. 127, no. 1, p. 212–221. [Also available at https://doi.org/10.1525/auk.2009.09028].

Atlantic Coast Joint Venture, 2020, Black rail conservation plan: Atlantic Coast Joint Ventures report, 76 p., accessed November 11, 2024, at https://www.acjv.org/documents/BLRA_Plan.pdf.

Bardou, R., Osland, M.J., Scyphers, S., Shepard, C., Aerni, K.E., Alemu, J.B., Crimian, R.I., Day, R.H., Enwright, N.M., Feher, L.C., Gibbs, S.L., O’Donnell, K., Swinea, S.H., Thorne, K., Truskey, S., Armitage, A.R., Baker, R., Breithaupt, J.L, Cavanaugh, K.C., Cebrian, J., Cummins, K., Devlin, D.J., Doty, J., Ellis, W.L., Feller, I.C., Gabler, C.A., Kang, Y., Kaplan, D.A., Kennedy, J.P., Krauss, K.W., Lamont, M.M., Liu, K., Martinez, M., Matheny, A.M., McClenachan, G.M., McKee, K.L., Mendelssohn, I.A., Michot, J.C., Miller, C.J., Moon, J.A., Moyer, R.P., Nelson, J., O’Connor, R., Pahl, J.W., Pitchford, J.L., Proffitt, C.E., Quirk, T., Radabaugh, K.R., Scheffel, W.A., Smee, D.L., Snyder, C.M., Sparks, E., Swanson, K.M., Vervaeke, W.C., Weaver, C.A., Willis, J., Yando, E.S., Yao, Q., and Hughes, A.R., 2023, Rapidly changing range limits in a warming world—Critical data limitations and knowledge gaps for advancing understanding of mangrove range dynamics in the Southeastern USA: Estuaries and Coasts, v. 46, no. 5, p. 1123–1140. [Also available at https://doi.org/10.1007/s12237-023-01209-7.]

Bayard, T.S., and Elphick, C.S., 2011, Planning for sea-level rise—Quantifying patterns of saltmarsh sparrow (Ammodramus caudacutus) nest flooding under current sea-level conditions: The Auk, v. 128, no. 2, p. 393–403. [Also available at https://doi.org/10.1525/auk.2011.10178.]

Borchert, S.M., Osland, M.J., Enwright, N.M., and Griffith, K.T., 2018, Coastal wetland adaptation to sea level rise: Quantifying potential for landward migration and coastal squeeze: Journal of Applied Ecology, v. 55, no. 6, p. 2876–2887. [Also available at https://doi.org/10.1111/1365-2664.13169.]

Collini, R.C., Carter, J., Auermuller, L., Engeman, L., Hintzen, K., Gambill, J., Johnson, R.E., Miller, I., Schafer, C., and Stiller, H., 2022, Application guide for the 2022 sea level rise technical report: National Oceanic and Atmospheric Administration report, 42 p., accessed November 11, 2024, at https://sealevel.globalchange.gov/internal_resources/784/noaa-nos-techrpt02-global-regional-SLR-scenarios-US-application-guide.pdf.

Correll, M.D., Hantson, W., Hodgman, T.P., Cline, B.B., Elphick, C.S., Shriver, W.G., Tymkiw, E.L., and Olsen, B.J., 2019, Fine-scale mapping of coastal plant communities in the northeastern USA: Wetlands, v. 39, no. 1, p. 17–28. [Also available at https://doi.org/10.1007/s13157-018-1028-3.]

Dewitz, J., 2023, National Land Cover Database (NLCD) 2021 Products: U.S. Geological Survey data release, accessed November 11, 2024, at https://doi.org/10.5066/P9JZ7AO3.

Enwright, N.M., Cheney, W.C., Evans, K., Thurman, H.R., Woodrey, M.S., Fournier, A.M.V., Bauer, A., Cox, J., Goehring, S., Hill, H., Hondrick, K., Kappes, P., Levy, H., Moon, J., Nyman, J.A., Pitchford, J., Storey, D., Sukiennik, M., and Wilson, J., 2022, Mapping irregularly flooded wetlands, high marsh, and salt pannes/flats along the northern Gulf of Mexico coast (ver. 2.0, June 2023): U.S. Geological Survey data release, accessed November 11, 2024, at https://doi.org/10.5066/P9MLO26U.

Field, C.R., Bayard, T.S., Gjerdrum, C., Hill, J.M., Meiman, S., and Elphick, C.S., 2017, High-resolution tide projections reveal extinction threshold in response to sea-level rise: Global Change Biology, v. 23, no. 5, p. 2058–2070. [Also available at https://doi.org/10.1111/gcb.13519.]

Field, C.R., Gjerdrum, C., and Elphick, C.S., 2016, Forest resistance to sea-level rise prevents landward migration of tidal marsh: Biological Conservation, v. 201, p. 363–369. [Also available at https://doi.org/10.1016/j.biocon.2016.07.035.]

FitzGerald, D.M., and Hughes, Z., 2019, Marsh processes and their response to climate change and sea-level rise: Annual Review of Earth and Planetary Sciences, v. 47, no. 1, p. 481–517. [Also available at https://doi.org/10.1146/annurev-earth-082517-010255.]

Fuller, R., Cofer-Shabica, N., Ferdana, Z., Whelchel, A., Herold, N., Schmid, K., Smith, B., Marcy, D., and Eslinger, D., 2011, Marshes on the move—A manager’s guide to understanding and using model results depicting potential impacts of sea level rise on coastal wetlands: National Oceanic and Atmospheric Administration report, 24 p., accessed November 11, 2024, at https://coast.noaa.gov/data/digitalcoast/pdf/marshes-on-the-move.pdf.

Hand, C.E., Gabel, W., Dipetto, G.R., Bonafilia, R.E., Thibault, J.M., and Znidersic, E., 2021, A window into the breeding ecology and molt of the eastern black rail (Laterallus jamaicensis jamaicensis): Waterbirds, v. 44, no. 2, p. 207–221. [Also available at https://doi.org/10.1675/063.044.0208.]

Haverland, A.A., Green, M.C., Weckerly, F., and Wilson, J.K., 2021, Eastern black rail (Laterallus jamaicensis jamaicensis) home range and habitat use in late winter and early breeding season in coastal Texas, USA: Waterbirds, v. 44, no. 2, p. 222–233. [Also available at https://doi.org/10.1675/063.044.0209.]

Hines, C., Duval, L., and Watts, B., 2024, Habitat associations for eastern black rail (Laterallus jamaicensis jamaicensis) in south Florida: Florida Field Naturalist, v. 51, no. 1, p. 1–26, accessed November 11, 2024, at https://digitalcommons.usf.edu/cgi/viewcontent.cgi?article=2484&context=ffn.

Legare, M.L., and Eddleman, W.R., 2001, Home range size, nest-site selection and nesting success of black rails in Florida: Journal of Field Ornithology, v. 72, no. 1, p. 170–177. [Also available at https://doi.org/10.1648/0273-8570-72.1.170.]

Lerner, J.A., Curson, D.R., Whitbeck, M., and Meyers, E.J., 2013, Blackwater 2100: A strategy for salt marsh persistence in an era of climate change: The Conservation Fund and Audubon MD–DC report, 20 p., accessed November 11, 2024, at https://md.audubon.org/sites/default/files/static_pages/attachments/blackwater_2100_report.pdf.

Marvel, K., Su, W., Delgado, R., Aarons, S., Chatterjee, A., Garcia, M.E., Hausfather, Z., Hayhoe, K., Hence, D.A., Jewett, E.B., Robel, A., Singh, D., Tripati, A., and Vose, R.S., 2023, Climate trends, chap. 2 of Crimmins, A.R., Avery, C.W., Easterling, D.R., Kunkel, K.E., Stewart, B.C., and Maycock, T.K., eds., Fifth national climate assessment: Washington, D.C., U.S. Global Change Research Program, 59 p. [Also available at https://doi.org/10.7930/NCA5.2023.CH2.]

May, C.L., Osler, M.S., Stockdon, H.F., Barnard, P.L., Callahan, J.A., Collini, R.C., Ferreira, C.M., Finzi Hart, J., Lentz, E.E., Mahoney, T.B., Sweet, W., Walker, D., and Weaver, C.P., 2023, Coastal effects, chap. 9 of Crimmins, A.R., Avery, C.W., Easterling, D.R., Kunkel, K.E., Stewart, B.C., and Maycock, T.K., eds., Fifth national climate assessment: Washington, D.C., U.S. Global Change Research Program, 43 p. [Also available at https://doi.org/10.7930/NCA5.2023.CH9.]

National Oceanic and Atmospheric Administration, 2022, Frequent questions: Digital coast sea level rise viewer: National Oceanic and Atmospheric Administration report, 12 p., accessed November 11, 2024, at https://coast.noaa.gov/data/digitalcoast/pdf/slr-faq.pdf.

National Oceanic and Atmospheric Administration, 2024, Sea level rise viewer: National Oceanic and Atmospheric Administration web page, accessed November 11, 2024, at https://coast.noaa.gov/digitalcoast/tools/slr.html.

Needham, H.F., and Keim, B.D., 2012, A storm surge database for the U.S. Gulf coast: International Journal of Climatology, v. 32, no. 14, p. 2108–2123. [Also available at https://doi.org/10.1002/joc.2425.]

Office for Coastal Management, 2024, NOAA’s Coastal Change Analysis Program (C-CAP) 2016 regional land cover data–Coastal United States: National Oceanic and Atmospheric Administration web page, accessed October 1, 2024, at https://www.fisheries.noaa.gov/inport/item/48336.

Roach, N.S., and Barrett, K., 2015, Managed habitats increase occupancy of black rails (Laterallus jamaicensis) and may buffer impacts from sea level rise: Wetlands, v. 35, no. 6, p. 1065–1076. [Also available at https://doi.org/10.1007/s13157-015-0695-6.]

Stevens, B.S., and Conway, C.J., 2021, Mapping habitat quality and threats for eastern black rails (Laterallus jamaicensis jamaicensis): Waterbirds, v. 44, no. 2, p. 245–256. [Also available at https://doi.org/10.1675/063.044.0211.]

Stevens, B.S., Conway, C.J., Luke, K., Weldon, A., Hand, C.E., Schwarzer, A., Smith, F., Watson, C., and Watts, B.D., 2022, Large-scale distribution models for optimal prediction of Eastern black rail habitat within tidal ecosystems: Global Ecology and Conservation, v. 38, article e02222, 12 p. [Also available at https://doi.org/10.1016/j.gecco.2022.e02222.]

Stevens, R.A., Shull, S., Carter, J., Bishop, E., Herold, N., Riley, C.A., and Wasson, K., 2023, Marsh migration and beyond—A scalable framework to assess tidal wetland resilience and support strategic management: PLoS One, v. 18, no. 11, article e0293177, 22 p. [Also available at https://doi.org/10.1371/journal.pone.0293177.]

Sweet, W.V., Dusek, G., Obeysekera, J., and Marra, J.J., 2018, Patterns and projections of high tide flooding along the U.S. coastline using a common impact threshold: National Oceanic and Atmospheric Administration Technical Report NOS CO-OPS 086, 56 p., accessed November 11, 2024, at https://tidesandcurrents.noaa.gov/publications/techrpt86_PaP_of_HTFlooding.pdf.

Sweet, W.V., Hamlington, B.D., Kopp, R.E., Weaver, C.P., Barnard, P.L., Bekaert, D., Brooks, W., Craghan, M., Dusek, G., Frederikse, T., Garner, G., Genz, A.S., Krasting, J.P., Larour, E., Marcy, D., Marra, J.J., Obeysekera, J., Osler, M., Pendleton, M., Roman, D., Schmied, L., Veatch, W., White, K.D., and Zuzak, C., 2022, Global and regional sea level rise scenarios for the United States—Updated mean projections and extreme water level probabilities along U.S. coastlines: National Oceanic and Atmospheric Administration Technical Report NOS 01, 111 p., accessed February 6, 2025, at https://sealevel.globalchange.gov/internal_resources/756/noaa-nos-techrpt01-global-regional-SLR-scenarios-US.pdf.

Swift, R.J., Anteau, M.J., Ring, M.M., Toy, D.L., and Sherfy, M.H., 2020, Low renesting propensity and reproductive success make renesting unproductive for the threatened piping plover (Charadrius melodus): The Condor, v. 122, no. 2, p. 1–18. [Also available at https://doi.org/10.1093/condor/duz066.]

Thompson, P.R., Widlansky, M.J., Hamlington, B.D., Merrifield, M.A., Marra, J.J., Mitchum, G.T., and Sweet, W., 2021, Rapid increases and extreme months in projections of United States high-tide flooding: Nature Climate Change, v. 11, no. 7, p. 584–590. [Also available at https://doi.org/10.1038/s41558-021-01077-8.]

U.S. Fish and Wildlife Service, 2020, Endangered and threatened wildlife and plants; threatened species status for eastern black rail with a Section 4(d) Rule: 85 Federal Register, v. 85, p. 63764–63803, accessed November 11, 2024, at https://www.federalregister.gov/documents/2020/10/08/2020-19661/endangered-and-threatened-wildlife-and-plants-threatened-species-status-for-eastern-bl ack-rail-with.

U.S. Fish and Wildlife Service, 2024, National Wetlands Inventory: U.S. Fish and Wildlife Service web page, accessed November 11, 2024, at https://www.fws.gov/program/national-wetlands-inventory/wetlands-data.

U.S. Geological Survey, 2024, 3DEP Elevation (ImageServer): U.S. Geological Survey web page, accessed October 1, 2024, at https://elevation.nationalmap.gov/arcgis/rest/services/3DEPElevation/ImageServer.

Watts, B.D., 2016, Status and distribution of the eastern black rail along the Atlantic and Gulf Coasts of North America: The Center for Conservation Biology Technical Report Series CCBTR–16–09, 148 p.

Watts, B.D., 2021, Breeding phenology of the eastern black rail (Laterallus jamaicensis): The Wilson Journal of Ornithology, v. 132, no. 4, p. 1043–1047. [Also available at https://doi.org/10.1676/1559-4491-132.4.1043.]

Watts, B.D., and Beisler, W.A., 2021, Recent advances in eastern black rail (Laterallus jamaicensis jamaicensis) research—An introduction: Waterbirds, v. 44, no. 2, p. 203–206. [Also available at https://doi.org/10.1675/063.044.0207.]

Watts, B.D., Brinker, D.F., Wilson, M.D., Smith, F.M., and Hines, C.H., 2021, Decline of eastern black rails (Laterallus jamaicensis jamaicensis) within the Chesapeake Bay region, USA: Waterbirds, v. 44, no. 2, p. 257–267. [Also available at https://doi.org/10.1675/063.044.0212.]

Appendix 1. Relative Sea Level Rise, High Tide Flooding Event Frequency, and Inundation Percentages at Tidal Gages and Analysis Counties

Figures 1.1 and 1.2 show the projected relative sea level rise at gage locations for the year 2050 to complement the projections shown in the main text for 2100. The main text figures and figures 1.1 and 1.2 show projections of relative sea level rise and high tide flooding days based on median projections. To maintain important information about the full range of projections data are presented in the following tables. Table 1.1 and 1.2 provide projections in centimeters for the low, median, and high projections of relative sea level rise at 2050 and 2100 respectively. Tables 1.3, 1.4, 1.5, 1.6, 1.7, and 1.8 provide the low, median and high percentiles of projected high tide flooding days at the minor, moderate, and major historical high tide flooding thresholds at 2050 and 2100. Table 1.9 details the change in habitat inundation between 0 and 5 feet of sea level rise and between 5 and 9 feet of sea level rise for each analysis county.
Parishes and counties with recent breeding activity span from South Texas to New Jersey
               with six regions chosen for analysis. Gages are shaded by the amount of relative sea
               level rise, with highest rates in Texas and Louisiana and the Chesapeake Bay inlet.
Figure 1.1.

Map showing median projected relative sea level rise (in centimeters; relative to 2000 Mean Higher High Water) at tidal gage locations in 2050 under the intermediate low sea level rise scenario (0.5-meter global mean sea level rise by 2100). Values for the 17th and 83d percentile sea level rise projections at each tidal gage are available in table 1.1.

Parishes and counties with recent breeding activity span from South Texas to New Jersey
               with six regions chosen for analysis. Gage are shaded by the amount of relative sea
               level rise, with the highest rates in North Texas and Louisiana and Virginia, Maryland
               and Delaware.
Figure 1.2.

Map showing median projected relative sea level rise (in centimeters; relative to 2000 Mean Higher High Water) at tidal gage locations in 2050 under the intermediate sea level rise scenario (1-meter global mean sea level rise by 2100). Values for the 17th and 83d percentile sea level rise projections at each tidal gage are available in table 1.1.

Table 1.1.    

Relative sea level rise projections under the intermediate low (0.5-meter global mean sea level rise by 2100) and intermediate sea level rise scenarios (1-meter global mean sea level rise by 2100) at 2050 at all tidal gage locations (fig. 1 in the main report; non-Laterallus jamaicensis jamaicensis [eastern black rail] gage and eastern black rail gage). Levels listed are the 17th (low), 50th (median), and 83d (high) percentiles of projected levels in the given scenario (Sweet and others, 2022).

[int., intermediate; cm, centimeter; med, median; --, no data or not applicable]

Table 1.1.    Relative sea level rise projections under the intermediate low (0.5-meter global mean sea level rise by 2100) and intermediate sea level rise scenarios (1-meter global mean sea level rise by 2100) at 2050 at all tidal gage locations (fig. 1 in the main report; non-Laterallus jamaicensis jamaicensis [eastern black rail] gage and eastern black rail gage). Levels listed are the 17th (low), 50th (median), and 83d (high) percentiles of projected levels in the given scenario (Sweet and others, 2022).
Bar Harbor 44.39 −68.20 24 33 43 28 37 47
Portland 43.66 −70.24 22 31 41 26 35 45
Boston 42.35 −71.05 26 35 44 29 39 49
Nantucket Island 41.29 −70.10 27 36 46 31 40 50
Woods Hole 41.52 −70.67 29 38 47 32 42 52
Newport 41.50 −71.33 26 36 45 30 39 50
Providence 41.81 −71.40 25 34 44 28 38 48
New London 41.37 −72.10 26 36 45 30 39 50
Montauk 41.05 −71.96 26 35 44 30 39 49
Bridgeport 41.17 −73.18 28 38 48 32 42 52
Kings Point 40.81 −73.77 27 36 45 30 39 49
The Battery 40.70 −74.01 28 37 46 32 40 50
Bergen Point 40.64 −74.15 29 38 47 32 41 51
Sandy Hook 40.47 −74.01 32 41 50 36 44 54
Atlantic City 39.36 −74.42 33 41 50 36 44 54
Cape May 38.97 −74.96 32 40 49 35 44 53
Philadelphia 39.93 −75.14 28 37 45 32 40 50
Reedy Point 39.56 −75.57 29 37 46 32 41 50
Lewes 38.78 −75.12 31 39 48 34 42 52
Tolchester Beach 39.21 −76.24 31 39 48 34 42 52
Baltimore 39.27 −76.58 30 38 47 33 41 51
Annapolis 38.98 −76.48 29 37 46 32 41 50
Cambridge 38.57 −76.06 31 39 47 34 42 52
Washington D.C. 38.87 −77.02 32 40 48 34 43 53
Solomons Island 38.32 −76.45 29 38 46 32 41 50
Lewisetta 38.00 −76.46 31 39 48 34 43 52
Windmill Point 37.62 −76.29 -- 40 -- -- 44 --
Wachapreague 37.60 −75.68 -- 41 -- -- 45 --
Kiptopeke 37.17 −75.99 33 42 50 36 45 55
Sewells Point 36.95 −76.33 34 42 51 37 46 55
Duck 36.18 −75.75 32 40 48 35 43 53
Oregon Inlet 35.80 −75.55 32 40 48 35 44 53
Beaufort 34.72 −76.67 28 35 43 31 39 48
Wilmington 34.23 −77.95 25 32 40 28 36 46
Springmaid Pier 33.66 −78.92 25 32 39 28 36 45
Charleston 32.78 −79.92 28 35 42 32 39 47
Fort Pulaski 32.04 −80.90 29 35 42 32 39 47
Fernandina Beach 30.67 −81.47 25 31 37 28 35 43
Mayport 30.39 −81.43 25 32 38 29 36 44
Trident Pier 28.42 −80.59 24 30 36 28 34 42
Virginia Key 25.73 −80.16 24 30 36 28 34 42
Vaca Key 24.71 −81.11 25 31 37 28 35 43
Key West 24.55 −81.81 25 30 36 27 34 42
Naples 26.13 −81.81 24 30 37 27 34 43
Fort Meyers 26.65 −81.87 24 30 36 27 34 42
St. Petersburg 27.76 −82.63 26 32 38 29 36 44
Clearwater 27.98 −82.83 26 32 38 29 36 44
Cedar Key 29.14 −83.03 23 29 36 26 33 42
Apalachicola 29.72 −84.98 22 29 35 25 32 41
Panama City 30.15 −85.70 22 28 35 25 32 40
Panama City Beach 30.20 −85.87 -- 28 -- -- 32 --
Pensacola 30.40 −87.21 23 30 36 27 34 42
Dauphin Island 30.25 −88.08 28 34 41 31 38 46
Bay Waveland 30.33 −89.33 34 40 47 37 44 52
Grand Isle 29.26 −89.96 54 61 67 57 64 73
Sabine Pass 29.73 −93.87 40 47 54 43 50 59
Galveston Pier 21 29.31 −94.79 44 50 57 47 54 63
Eagle Point 29.47 −94.92 -- 57 -- -- 60 --
Morgans Point 29.67 −94.98 -- 39 -- -- 43 --
Rockport 28.02 −97.05 41 47 54 43 51 59
Corpus Christi 27.58 −97.22 36 42 49 39 46 54
Port Isabel 26.06 −97.22 31 38 45 34 42 50
Table 1.1.    Relative sea level rise projections under the intermediate low (0.5-meter global mean sea level rise by 2100) and intermediate sea level rise scenarios (1-meter global mean sea level rise by 2100) at 2050 at all tidal gage locations (fig. 1 in the main report; non-Laterallus jamaicensis jamaicensis [eastern black rail] gage and eastern black rail gage). Levels listed are the 17th (low), 50th (median), and 83d (high) percentiles of projected levels in the given scenario (Sweet and others, 2022).

Table 1.2.    

Relative sea level rise projections under the intermediate low (0.5-meter of global mean sea level rise by 2100) and intermediate (1-meter of global mean sea level rise by 2100) sea level rise scenarios at 2100 at all tidal gage locations (fig. 1 in the main report; non-Laterallus jamaicensis jamaicensis [eastern black rail] gage and eastern black rail gage). Levels listed are the 17th (low), 50th (median), and 83d (high) percentiles of projected levels in the given scenario (Sweet and others, 2022).

[int., intermediate; cm, centimeter; med, median; --, no data or not applicable]

Table 1.2.    Relative sea level rise projections under the intermediate low (0.5-meter of global mean sea level rise by 2100) and intermediate (1-meter of global mean sea level rise by 2100) sea level rise scenarios at 2100 at all tidal gage locations (fig. 1 in the main report; non-Laterallus jamaicensis jamaicensis [eastern black rail] gage and eastern black rail gage). Levels listed are the 17th (low), 50th (median), and 83d (high) percentiles of projected levels in the given scenario (Sweet and others, 2022).
Bar Harbor 44.39 −68.20 50 66 85 83 111 135
Portland 43.66 −70.24 45 61 80 79 107 130
Boston 42.35 −71.05 54 69 88 88 115 137
Nantucket Island 41.29 −70.10 57 73 92 92 119 141
Woods Hole 41.52 −70.67 60 76 95 96 123 145
Newport 41.50 −71.33 56 71 90 91 117 140
Providence 41.81 −71.40 52 68 87 87 113 135
New London 41.37 −72.10 56 71 89 91 117 138
Montauk 41.05 −71.96 55 70 88 91 116 136
Bridgeport 41.17 −73.18 60 76 94 96 122 143
Kings Point 40.81 −73.77 57 71 88 92 116 136
The Battery 40.70 −74.01 60 74 91 95 119 139
Bergen Point 40.64 −74.15 61 76 93 97 121 141
Sandy Hook 40.47 −74.01 68 82 99 103 128 147
Atlantic City 39.36 −74.42 69 83 100 104 128 147
Cape May 38.97 −74.96 67 81 98 101 125 145
Philadelphia 39.93 −75.14 60 73 91 94 118 138
Reedy Point 39.56 −75.57 61 75 92 94 119 139
Lewes 38.78 −75.12 65 79 96 99 123 143
Tolchester Beach 39.21 −76.24 65 78 96 98 122 142
Baltimore 39.27 −76.58 63 76 93 96 120 140
Annapolis 38.98 −76.48 62 75 93 95 119 139
Cambridge 38.57 −76.06 65 78 95 98 122 142
Washington D.C. 38.87 −77.02 67 80 97 100 124 144
Solomons Island 38.32 −76.45 62 76 93 96 119 139
Lewisetta 38.00 −76.46 66 79 96 100 123 143
Windmill Point 37.62 −76.29 -- 81 -- -- 125 --
Wachapreague 37.60 −75.68 -- 82 -- -- 126 --
Kiptopeke 37.17 −75.99 71 84 101 104 128 148
Sewells Point 36.95 −76.33 73 86 102 107 130 149
Duck 36.18 −75.75 68 80 97 102 125 144
Oregon Inlet 35.80 −75.55 69 81 97 104 126 144
Beaufort 34.72 −76.67 61 72 85 96 118 134
Wilmington 34.23 −77.95 55 66 80 90 111 128
Springmaid Pier 33.66 −78.92 55 66 79 90 112 128
Charleston 32.78 −79.92 62 72 85 97 118 134
Fort Pulaski 32.04 −80.90 63 73 85 98 119 134
Fernandina Beach 30.67 −81.47 54 64 77 90 111 127
Mayport 30.39 −81.43 56 66 78 91 112 128
Trident Pier 28.42 −80.59 55 64 76 91 111 126
Virginia Key 25.73 −80.16 57 66 77 92 113 127
Vaca Key 24.71 −81.11 58 67 77 94 114 129
Key West 24.55 −81.81 56 65 76 92 113 127
Naples 26.13 −81.81 54 64 75 91 112 127
Fort Meyers 26.65 −81.87 55 64 76 91 112 127
St. Petersburg 27.76 −82.63 58 67 79 94 115 130
Clearwater 27.98 −82.83 58 67 79 94 115 130
Cedar Key 29.14 −83.03 52 62 74 88 108 124
Apalachicola 29.72 −84.98 50 60 72 85 106 122
Panama City 30.15 −85.70 49 59 71 84 105 121
Panama City Beach 30.20 −85.87 -- 60 -- -- 106 --
Pensacola 30.40 −87.21 52 63 75 87 108 125
Dauphin Island 30.25 −88.08 62 72 84 96 117 134
Bay Waveland 30.33 −89.33 75 85 98 108 130 147
Grand Isle 29.26 −89.96 116 126 138 149 171 189
Sabine Pass 29.73 −93.87 86 96 109 120 142 159
Galveston Pier 21 29.31 −94.79 94 104 116 128 150 167
Eagle Point 29.47 −94.92 -- 115 -- -- 161 --
Morgans Point 29.67 −94.98 -- 87 -- -- 131 --
Rockport 28.02 −97.05 87 97 110 121 143 160
Corpus Christi 27.58 −97.22 77 87 99 111 133 150
Port Isabel 26.06 −97.22 68 78 90 102 124 141
Table 1.2.    Relative sea level rise projections under the intermediate low (0.5-meter of global mean sea level rise by 2100) and intermediate (1-meter of global mean sea level rise by 2100) sea level rise scenarios at 2100 at all tidal gage locations (fig. 1 in the main report; non-Laterallus jamaicensis jamaicensis [eastern black rail] gage and eastern black rail gage). Levels listed are the 17th (low), 50th (median), and 83d (high) percentiles of projected levels in the given scenario (Sweet and others, 2022).

Table 1.3.    

Breeding season (April–September) minor high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2050 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

[HTF, high tide flood; cm, centimeter; int., intermediate; med, median]

Table 1.3.    Breeding season (April–September) minor high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2050 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).
Atlantic City 56 22 63 112 31 75 124
Cape May 57 12 50 102 22 64 116
Lewes 56 9 44 97 15 56 110
Annapolis 52 17 66 131 28 87 150
Cambridge 52 17 66 126 31 86 146
Solomons Island 52 30 89 153 48 112 166
Windmill Point 53 28 88 157 45 113 168
Wachapreague 56 8 44 101 16 56 114
Sewells Point 53 13 54 119 15 69 139
Duck 55 9 42 92 15 51 106
Oregon Inlet 51 15 70 148 24 94 162
Beaufort 54 3 27 81 6 43 99
Wilmington 56 1 29 105 2 43 131
Springmaid Pier 57 5 23 64 7 32 75
Charleston 57 4 31 77 6 41 90
Fort Pulaski 59 6 35 83 10 46 93
Trident Pier 54 2 15 56 4 23 70
Virginia Key 52 0 1 39 4 18 58
Vaca Key 51 0 3 24 0 8 48
Clearwater 54 2 17 50 4 29 71
Cedar Key 55 2 22 63 5 32 79
Apalachicola 52 0 6 42 1 13 61
Panama City Beach 52 0 14 49 1 22 66
Grand Isle 43 73 146 181 105 163 183
Sabine Pass 52 9 61 146 16 78 162
Galveston Pier 21 52 52 134 181 70 153 183
Rockport 50 11 71 164 20 97 176
Corpus Christi 53 22 88 162 32 104 172
Table 1.3.    Breeding season (April–September) minor high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2050 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

Table 1.4.    

Breeding season (April–September) minor high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2100 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

[HTF, high tide flooding; cm, centimeter; int., intermediate; med, median]

Table 1.4.    Breeding season (April–September) minor high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2100 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).
Atlantic City 56 163 182 183 183 183 183
Cape May 57 157 180 183 183 183 183
Lewes 56 152 180 183 183 183 183
Annapolis 52 177 182 183 183 183 183
Cambridge 52 180 183 183 183 183 183
Solomons Island 52 182 183 183 183 183 183
Windmill Point 53 182 183 183 183 183 183
Wachapreague 56 155 181 183 183 183 183
Sewells Point 53 173 183 183 183 183 183
Duck 55 147 176 183 183 183 183
Oregon Inlet 51 181 183 183 183 183 183
Beaufort 54 156 182 183 183 183 183
Wilmington 56 176 183 183 183 183 183
Springmaid Pier 57 69 119 163 180 183 183
Charleston 57 96 148 179 183 183 183
Fort Pulaski 59 91 141 177 183 183 183
Trident Pier 54 70 131 172 183 183 183
Virginia Key 52 121 178 183 183 183 183
Vaca Key 51 172 183 183 183 183 183
Clearwater 54 144 175 183 183 183 183
Cedar Key 55 115 158 179 183 183 183
Apalachicola 52 116 172 183 183 183 183
Panama City Beach 52 147 177 183 183 183 183
Grand Isle 43 183 183 183 183 183 183
Sabine Pass 52 183 183 183 183 183 183
Galveston Pier 21 52 183 183 183 183 183 183
Rockport 50 183 183 183 183 183 183
Corpus Christi 53 183 183 183 183 183 183
Table 1.4.    Breeding season (April–September) minor high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2100 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

Table 1.5.    

Breeding season (April–September) moderate high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2050 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

[HTF, high tide flooding; cm, centimeter; int., intermediate; med, median]

Table 1.5.    Breeding season (April–September) moderate high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2050 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).
Atlantic City 84 0 3 24 0 5 30
Cape May 85 0 1 15 0 2 22
Lewes 84 0 0 13 0 1 18
Annapolis 81 0 0 10 0 1 15
Cambridge 82 0 0 6 0 1 9
Solomons Island 81 0 1 16 0 3 23
Windmill Point 83 0 3 16 0 5 22
Wachapreague 85 0 2 14 0 2 19
Sewells Point 82 0 2 17 0 4 21
Duck 83 0 2 13 0 3 20
Oregon Inlet 81 0 1 10 0 1 16
Beaufort 83 0 0 3 0 0 6
Wilmington 84 0 0 3 0 0 6
Springmaid Pier 85 0 0 8 0 1 14
Charleston 85 0 0 10 0 1 13
Fort Pulaski 87 0 1 15 0 1 21
Trident Pier 82 0 0 4 0 0 6
Virginia Key 81 0 0 1 0 0 2
Vaca Key 81 0 0 0 0 0 0
Clearwater 83 0 0 1 0 0 2
Cedar Key 84 0 0 4 0 1 7
Apalachicola 82 0 0 0 0 0 1
Panama City Beach 81 0 0 0 0 0 1
Grand Isle 72 0 6 38 0 13 57
Sabine Pass 82 0 0 14 0 2 23
Galveston Pier 21 81 0 10 56 0 16 73
Rockport 80 0 1 11 0 1 19
Corpus Christi 82 0 1 33 0 5 45
Table 1.5.    Breeding season (April–September) moderate high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2050 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

Table 1.6.    

Breeding season (April–September) moderate high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2100 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

[HTF, high tide flooding; cm, centimeter; int., intermediate; med, median]

Table 1.6.    Breeding season (April–September) moderate high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2100 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).
Atlantic City 84 64 114 161 182 183 183
Cape May 85 49 101 151 180 183 183
Lewes 84 39 93 145 180 183 183
Annapolis 81 66 136 175 182 183 183
Cambridge 82 64 128 169 183 183 183
Solomons Island 81 104 161 181 183 183 183
Windmill Point 83 99 164 182 183 183 183
Wachapreague 85 39 94 152 179 183 183
Sewells Point 82 47 117 172 183 183 183
Duck 83 36 84 139 177 183 183
Oregon Inlet 81 39 124 177 183 183 183
Beaufort 83 21 76 137 183 183 183
Wilmington 84 48 138 183 183 183 183
Springmaid Pier 85 5 38 85 126 169 183
Charleston 85 12 54 108 156 180 183
Fort Pulaski 87 20 61 111 146 179 183
Trident Pier 82 2 26 73 146 179 183
Virginia Key 81 2 17 68 183 183 183
Vaca Key 81 2 19 77 183 183 183
Clearwater 83 11 44 90 181 183 183
Cedar Key 84 3 31 79 172 182 183
Apalachicola 82 0 14 65 177 183 183
Panama City Beach 81 7 44 101 181 183 183
Grand Isle 72 183 183 183 183 183 183
Sabine Pass 82 87 169 183 183 183 183
Galveston Pier 21 81 183 183 183 183 183 183
Rockport 80 130 182 183 183 183 183
Corpus Christi 82 148 183 183 183 183 183
Table 1.6.    Breeding season (April–September) moderate high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios at 2100 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

Table 1.7.    

Breeding season (April–September) major high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios in 2050 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

[HTF, high tide flooding; cm, centimeter; int., intermediate; med, median]

Table 1.7.    Breeding season (April–September) major high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios in 2050 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).
Atlantic City 123 0 0 0 0 0 0
Cape May 124 0 0 0 0 0 0
Lewes 123 0 0 0 0 0 0
Annapolis 119 0 0 0 0 0 0
Cambridge 120 0 0 0 0 0 0
Solomons Island 119 0 0 0 0 0 0
Windmill Point 120 0 0 0 0 0 0
Wachapreague 123 0 0 0 0 0 0
Sewells Point 120 0 0 0 0 0 0
Duck 122 0 0 0 0 0 0
Oregon Inlet 118 0 0 0 0 0 0
Beaufort 121 0 0 0 0 0 0
Wilmington 123 0 0 0 0 0 0
Springmaid Pier 124 0 0 0 0 0 0
Charleston 124 0 0 0 0 0 0
Fort Pulaski 126 0 0 0 0 0 0
Trident Pier 121 0 0 0 0 0 0
Virginia Key 119 0 0 0 0 0 0
Vaca Key 118 0 0 0 0 0 0
Clearwater 121 0 0 0 0 0 0
Cedar Key 122 0 0 0 0 0 0
Apalachicola 119 0 0 0 0 0 0
Panama City Beach 119 0 0 0 0 0 0
Grand Isle 110 0 0 0 0 0 0
Sabine Pass 119 0 0 0 0 0 0
Galveston Pier 21 119 0 0 0 0 0 0
Rockport 117 0 0 0 0 0 0
Corpus Christi 120 0 0 0 0 0 0
Table 1.7.    Breeding season (April–September) major high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios in 2050 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

Table 1.8.    

Breeding season (April–September) major high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios in 2100 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

[HTF, high tide flooding; cm, centimeter; int., intermediate; med, median]

Table 1.8.    Breeding season (April–September) major high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios in 2100 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).
Atlantic City 123 0 6 28 88 139 175
Cape May 124 0 2 20 71 125 169
Lewes 123 0 1 16 61 119 166
Annapolis 119 0 1 13 110 163 180
Cambridge 120 0 0 8 108 160 179
Solomons Island 119 0 3 22 145 177 182
Windmill Point 120 0 5 26 151 179 183
Wachapreague 123 0 3 20 59 124 171
Sewells Point 120 0 4 24 80 150 182
Duck 122 0 1 14 54 109 159
Oregon Inlet 118 0 1 12 81 158 182
Beaufort 121 0 0 4 51 117 169
Wilmington 123 0 0 19 81 165 183
Springmaid Pier 124 0 0 4 15 54 103
Charleston 124 0 0 6 26 74 130
Fort Pulaski 126 0 0 15 35 81 131
Trident Pier 121 0 0 0 8 48 103
Virginia Key 119 0 0 0 13 55 131
Vaca Key 118 0 0 0 33 99 166
Clearwater 121 0 0 0 44 94 144
Cedar Key 122 0 0 2 26 76 131
Apalachicola 119 0 0 0 3 40 116
Panama City Beach 119 0 0 0 30 85 145
Grand Isle 110 116 170 183 183 183 183
Sabine Pass 119 0 8 55 137 182 183
Galveston Pier 21 119 51 131 180 183 183 183
Rockport 117 0 9 66 174 183 183
Corpus Christi 120 2 41 118 174 183 183
Table 1.8.    Breeding season (April–September) major high tide flooding days (maximum=183) under the intermediate low and intermediate sea level rise scenarios in 2100 at Laterallus jamaicensis jamaicensis (eastern black rail) gage locations (fig. 1 in the main report). Levels listed are about the 5th (low), 50th (median), and about the 95th (high) percentiles of projected levels in the given scenario (that is, the range that bounds the very likely [greater than 90 percent] projections). Seasonal values are calculated by summing the low, median, and high bounds for each individual month across the breeding season (Thompson and others, 2021; Sweet and others, 2022; National Aeronautics and Space Administration Sea Level Change Team, 2024).

Table 1.9.    

Analysis region and change in inundation percentage for analysis counties (fig. 1 in the main report). Columns list the change in inundation percentage among certain levels of sea level rise for habitat designations. For example, historical emergent herbaceous wetland in Cape May County, New Jersey, is 60 percent inundated under 0 feet (ft) of sea level rise relative to Mean Higher High Water and 99 percent inundated under 5 ft of sea level rise relative to Mean Higher High Water. This translates to an additional 39 percent of the historical emergent herbaceous wetland being inundated as sea level rise increases from 0 to 5 ft.

[%, percent; NLCD, National Land Cover Database; herb.; herbaceous; ft, foot; SLR, sea level rise; NJ, New Jersey; NC, North Carolina; SC, South Carolina; FL, Florida; SE, Southeast; Pan, Panhandle; TX, Texas]

Table 1.9.    Analysis region and change in inundation percentage for analysis counties (fig. 1 in the main report). Columns list the change in inundation percentage among certain levels of sea level rise for habitat designations. For example, historical emergent herbaceous wetland in Cape May County, New Jersey, is 60 percent inundated under 0 feet (ft) of sea level rise relative to Mean Higher High Water and 99 percent inundated under 5 ft of sea level rise relative to Mean Higher High Water. This translates to an additional 39 percent of the historical emergent herbaceous wetland being inundated as sea level rise increases from 0 to 5 ft.
Cape May NJ Probable Cape May NJ Southern 39 0 43 1
Cumberland NJ Probable Cape May NJ Southern 22 0 23 0
Dare NC Probable Oregon Inlet NC Middle 2 91 3 89 6
Hyde NC Probable Oregon Inlet NC Middle 2 83 1 77 2
Beaufort SC Possible Fort Pulaski SC South 13 1 23 2
Colleton SC Confirmed Charleston SC South 34 2 35 3
Broward FL Probable Virginia Key FL SE 1 61 1 61
Franklin FL Probable Apalachicola FL Pan East 65 5 57 7
Miami-Dade FL Probable Virginia Key FL SE 51 41 53 36
Palm Beach FL Probable Virginia Key FL SE 0 0 0 0
Wakulla FL Probable Apalachicola FL Pan East 56 3 56 7
Brazoria TX Probable Galveston Pier 21 TX North 2 68 17 50 27
Chambers TX Probable Galveston Pier 21 TX North2 77 3 68 5
Galveston TX Probable Galveston Pier 21 TX North 2 73 8 65 16
Harris TX Possible Galveston Pier 21 TX North 2 12 3 8 4
Table 1.9.    Analysis region and change in inundation percentage for analysis counties (fig. 1 in the main report). Columns list the change in inundation percentage among certain levels of sea level rise for habitat designations. For example, historical emergent herbaceous wetland in Cape May County, New Jersey, is 60 percent inundated under 0 feet (ft) of sea level rise relative to Mean Higher High Water and 99 percent inundated under 5 ft of sea level rise relative to Mean Higher High Water. This translates to an additional 39 percent of the historical emergent herbaceous wetland being inundated as sea level rise increases from 0 to 5 ft.

References Cited

National Aeronautics and Space Administration Sea Level Change Team, 2024, Flooding Analysis Tool: National Aeronautics and Space Administration [NASA] Sea Level Change Team digital data, prepared by the University of Hawaii Sea Level Center and the NASA Sea Level Change Team, accessed February 7, 2025, at https://sealevel.nasa.gov/flooding-analysis-tool/.

Sweet, W.V., Hamlington, B.D., Kopp, R.E., Weaver, C.P., Barnard, P.L., Bekaert, D., Brooks, W., Craghan, M., Dusek, G., Frederikse, T., Garner, G., Genz, A.S., Krasting, J.P., Larour, E., Marcy, D., Marra, J.J., Obeysekera, J., Osler, M., Pendleton, M., Roman, D., Schmied, L., Veatch, W., White, K.D., and Zuzak, C., 2022, Global and regional sea level rise scenarios for the United States: Updated mean projections and extreme water level probabilities along U.S. coastlines: National Oceanic and Atmospheric Administration Technical Report NOS 01, 111 p., accessed November 11, 2024, at https://sealevel.globalchange.gov/internal_resources/756/noaa-nos-techrpt01-global-regional-SLR-scenarios-US.pdf.

Thompson, P.R., Widlansky, M.J., Hamlington, B.D., Merrifield, M.A., Marra, J.J., Mitchum, G.T., and Sweet, W., 2021, Rapid increases and extreme months in projections of United States high-tide flooding: Nature Climate Change, v. 11, no. 7, p. 584–590. [Also available at https://doi.org/10.1038/s41558-021-01077-8.]

Watts, B.D., 2016, Status and distribution of the eastern black rail along the Atlantic and Gulf Coasts of North America: The Center for Conservation Biology Technical Report Series CCBTR–16–09, 148 p.

Appendix 2. Marsh Migration Data Analysis

An analysis of marsh migration potential was developed by the National Oceanic and Atmospheric Administration (NOAA) Office of Coastal Management. This dataset projects marsh movement under sea level rise (SLR) amounts across the analysis counties in the absence of additional development (post-2005–6). This dataset uses marsh classifications from the NOAA Coastal Change Analysis Program dataset, and future marsh types are determined using an elevational gradient between the water line and upland areas (National Oceanic and Atmospheric Administration, 2017, 2022). Accretion rates of 2, 4, and 6 millimeters per year are presented as options in the NOAA Sea Level Rise Viewer and can be analyzed for a given location either to understand the range of potential changes or to align with observed historical rates. Wetland changes here are presented based on an absolute level of SLR and are therefore independent of an accretion choice. If analysis is done looking at potential inundation under a given SLR scenario and period, accretion should be considered to prevent overestimation.
Analysis of changes in estuarine, palustrine, and brackish/transitional marsh is provided here for absolute relative sea level, which may occur in a range of combined SLR and accretion scenarios (figs. 2.1, 2.2, 2.3, 2.4, 2.5, and 2.6). All types of marsh are potential areas for Laterallus jamaicensis jamaicensis (eastern black rail) nesting. Values are presented as a percentage change in area relative to the amount of a given marsh type present under 0 feet (ft) of SLR. Note that brackish/transitional marsh is included in this product but is not a class in the original Coastal Change Analysis Program layer and therefore is not included in the distribution of land cover types at 0-ft SLR. The percentage change for this marsh type is relative to the area present under 1 ft of SLR and therefore does not have a data point at 0 ft of SLR.
Areas of estuarine marsh, brackish/transitional marsh, and palustrine marsh change
               under increasing depths of sea level rise. In Cape May County, areas of brackish/transitional
               marsh and palustrine marsh increases although estuarine marsh decreases. In Cumberland
               County Palustrine marsh slightly increases although brackish/transitional and estuarine
               marsh area decreases.
Figure 2.1.

Graphs showing percentage change in area of palustrine marsh, brackish/transitional marsh, and estuarine marsh from 0 to 9 feet (ft) of sea level rise above Mean Higher High Water in analysis counties in the New Jersey Southern region (app. 1, table 1.9). Note that brackish/transitional marsh is not included in the base Coastal Change Analysis Program dataset and therefore has no area in the 0-ft mapping.

Areas of estuarine marsh, brackish/transitional marsh, and palustrine marsh change
               under increasing depths of sea level rise. In both counties the percentage of all
               marsh types decreases substantially.
Figure 2.2.

Graphs showing percentage change in area of palustrine marsh, brackish/transitional marsh, and estuarine marsh from 0 to 9 feet (ft) of sea level rise above Mean Higher High Water in analysis counties in the North Carolina Middle 2 region (app. 1, table 1.9). Note that brackish/transitional marsh is not included in the base Coastal Change Analysis Program dataset and therefore has no area in the 0-ft mapping.

Areas of estuarine marsh, brackish/transitional marsh, and palustrine marsh change
               under increasing depths of sea level rise. In Beaufort County, areas of brackish/transitional
               and palustrine marsh increase slightly before declining along with estuarine marsh.
               In Colleton County, estuarine and palustrine marsh decrease although brackish/transitional
               marsh remains relatively constant.
Figure 2.3.

Graphs showing percentage change in area of palustrine marsh, brackish/transitional marsh, and estuarine marsh from 0 to 9 feet (ft) of sea level rise above Mean Higher High Water in analysis counties in the South Carolina South region (app. 1, table 1.9). Note that brackish/transitional marsh is not included in the base Coastal Change Analysis Program dataset and therefore has no area in the 0-ft mapping.

Areas of estuarine marsh, brackish/transitional marsh, and palustrine marsh change
               under increasing depths of sea level rise. In Broward County estuarine marsh area
               increases although brackish/transitional and palustrine marsh decreases. In Miami
               Dade County the area of all three marsh types decreases. In Palm Beach County the
               area of Estuarine and brackish/transitional marsh is projected to increase although
               palustrine marsh decreases.
Figure 2.4.

Graphs showing percentage change in area of palustrine marsh, brackish/transitional marsh, and estuarine marsh from 0 to 9 feet (ft) of sea level rise above Mean Higher High Water in analysis counties in the Florida Southeast region (app. 1, table 1.9). Note that brackish/transitional marsh is not included in the base Coastal Change Analysis Program dataset and therefore has no area in the 0-ft mapping.

Areas of estuarine marsh, brackish/transitional marsh, and palustrine marsh change
               under increasing depths of sea level rise. In Franklin County the area of estuarine
               and palustrine marsh decreases although brackish/transitional marsh increases. In
               Wakulla County the area of estuarine marsh decreases and brackish/transitional and
               palustrine marsh increases.
Figure 2.5.

Graphs showing percentage change in area of palustrine marsh, brackish/transitional marsh, and estuarine marsh from 0 to 9 feet (ft) of sea level rise above Mean Higher High Water in analysis counties in the Florida Panhandle East region (app. 1, table 1.9). Note that brackish/transitional marsh is not included in the base Coastal Change Analysis Program dataset and therefore has no area in the 0-ft mapping.

Areas of estuarine marsh, brackish/transitional marsh, and palustrine marsh change
               under increasing depths of sea level rise. In Brazoria and Galveston County the area
               of estuarine and palustrine marsh decreases although brackish/transitional marsh increases.
               In Harris County the area of brackish/transitional and palustrine marsh increases
               although estuarine area decreases. In Chambers County the area of all three marsh
               types decreases with sea level rise.
Figure 2.6.

Graphs showing percentage change in area of palustrine marsh, brackish/transitional marsh, and estuarine marsh from 0 to 9 feet (ft) of sea level rise above Mean Higher High Water in analysis counties in the Texas North 2 region (app. 1, table 1.9). Note that brackish/transitional marsh is not included in the base Coastal Change Analysis Program dataset and therefore has zero area in the 0-ft mapping.

This product can capture the potential area available for marsh migration given the topography and historical development of a county but does not indicate where marshes are likely to expand or be lost because of any other factors, including expansion of developed areas. This dataset also does not provide a sense of temporal scale for marsh movement and loss because of inundation or salinity effects. The transient nature of high tide flooding events does not align with the time scale of these long-term habitat changes, and therefore, they are not incorporated in the main analysis.

References Cited

National Oceanic and Atmospheric Administration, 2017, Detailed method for mapping sea level rise marsh migration: National Oceanic and Atmospheric Administration Office for Coastal Management, 8 p., accessed November 11, 2024, at https://coast.noaa.gov/data/digitalcoast/pdf/slr-marsh-migration-methods.pdf.

National Oceanic and Atmospheric Administration, 2022, Frequent questions—Digital coast Sea Level Rise Viewer: National Oceanic and Atmospheric Administration Office for Coastal Management, 12 p., accessed November 11, 2024, at https://coast.noaa.gov/data/digitalcoast/pdf/slr-faq.pdf.

Conversion Factors

U.S. customary units to International System of Units

Multiply By To obtain
foot (ft) 0.3048 meter (m)

International System of Units to U.S. customary units

Multiply By To obtain
centimeter (cm) 0.3937 inch (in.)
meter (m) 3.281 foot (ft)
meter (m) 1.094 yard (yd)
millimeter per year (mm/yr) 0.03937 inch per year (in/yr)

Datums

Vertical coordinate information is referenced to the North American Vertical Datum of 1988 (NAVD 88).

Horizontal coordinate information is referenced to the North American Datum of 1983 (NAD83; 2011)/Albers Equal-Area Conic projection (EPSG: 6350).

Elevation, as used in this report, refers to distance above the vertical datum.

Abbreviations

±

plus or minus

C-CAP

Coastal Change Analysis Program

GMSL

global mean sea level

NLCD

National Land Cover Database

NOAA

National Oceanic and Atmospheric Administration

RCP

representative concentration pathway

SLR

sea level rise

SSP

Shared Socioeconomic Pathway

For more information about this publication, contact:

Director, USGS Midwest Climate Adaptation Science Center

1954 Buford Avenue

St. Paul, MN 55108

For additional information, visit: https://www.usgs.gov/programs/climate-adaptation-science-centers/midwest-casc

Publishing support provided by the

Rolla and Reston Publishing Service Centers

Disclaimers

Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government.

Although this information product, for the most part, is in the public domain, it also may contain copyrighted materials as noted in the text. Permission to reproduce copyrighted items must be secured from the copyright owner.

Suggested Citation

Nikiel, C.A., and Lyons, M.P., 2025, Potential effects of sea level rise and high tide flooding on Laterallus jamaicensis jamaicensis (eastern black rail) coastal breeding areas: U.S. Geological Survey Open-File Report 2021–1104–F, 40 p., https://doi.org/10.3133/ofr20211104F.

ISSN: 2331-1258 (online)

Study Area

Publication type Report
Publication Subtype USGS Numbered Series
Title Potential effects of sea level rise and high tide flooding on Laterallus jamaicensis jamaicensis (eastern black rail) coastal breeding areas
Series title Open-File Report
Series number 2021-1104
Chapter F
DOI 10.3133/ofr20211104F
Publication Date March 12, 2025
Year Published 2025
Language English
Publisher U.S. Geological Survey
Publisher location Reston, VA
Contributing office(s) Midwest Climate Adaptation Science Center
Description vii, 40 p.
Country United States
Other Geospatial Atlantic Coast, Gulf Coast
Online Only (Y/N) Y
Additional Online Files (Y/N) N
Google Analytic Metrics Metrics page
Additional publication details