Introduction

The sustainability of coastal saltmarshes in the face of moderate rates of sea-level rise relies on the combined ability of these wetlands to migrate upland and/or retain vertical elevation with respect to the tidal frame1. The latter is achieved through belowground production and preservation of organic material and surficial deposition of inorganic sediment2,3. Estimates of marsh accretion potential based on both process-based numerical modeling and field studies from marshes across latitudes and tidal range suggest that marshes with high rates of organic production or inorganic sediment delivery are capable of maintaining their elevation even at relatively high rates of relative sea-level rise (RSLR) (e.g., refs. 4,5,6,7,8). This reflects the enhanced sediment-trapping ability of marsh plants when exposed to greater depths and duration of inundation9,10; greater root productivity at higher temperature and CO2 levels11,12; higher rates of sediment and nutrient delivery resulting from increased storminess13,14,15; and enhancement of pore space in organic-rich marshes16.

However, saltmarsh responses to changing climatic and anthropogenic conditions are not uniformly positive: mineral sediment availability remains broadly limited, especially along high-latitude, formerly glaciated coasts17,18; warming may lead to accelerated decomposition of belowground biomass and decreased allocation of biomass to marsh root systems, particularly in higher-latitude marshes19; and the same storms that can provide fresh sediment and nutrients can also induce vegetation die-off, plant removal, pond formation, peat decomposition, soil shrinkage, subsidence, and increased standing water20,21. Such observations have led many authors to conclude that the ability of saltmarshes to maintain elevation with respect to the tidal frame is threatened, if not already faltering (e.g., refs. 6,9,18,22,23).

Given the importance of sediment availability for marsh resilience (e.g., refs. 6,24), it is expected that only those saltmarshes benefitting from high sediment inputs will be capable of withstanding the predicted acceleration in sea-level rise over the coming decades. Indeed, studies that attempt to account for differences in sediment availability and the rate of RSLR through latitudinal or global compilations have demonstrated marsh resilience in the form of accelerating accretion in response to sea-level rise, in part through increasing sediment delivery even in sediment-poor systems8,23. However, modeling studies and large-scale comparisons often cannot account for the very local (sub-kilometer-scale) processes responsible for delivering sediment to the marsh surface, and thus fail to capture the nuances responsible for controlling marsh accretion in field settings.

Here we focus on barrier-associated marshes of the ‘Georgia Bight’ (southeast USA states of South Carolina [SC], Georgia [GA], and Florida [FL]; Fig. 1, left pane). While the well-studied, microtidal, deltaic marshes of the USA Gulf Coast are commonly located proximal to shallow, expansive open-water bays, where mud is readily resuspended and moved onshore by storm surges, marshes along the USA South Atlantic coast are fronted by wide barrier islands. These constrict storm surge via narrow tidal inlets and protect marshes from open-ocean waves, resulting in only locally generated, limited-fetch waves, except proximal to tidal inlets. The mixed-energy barrier systems of the Georgia Bight are fed only by moderate-sized rivers discharging to the nearby coast, rather than into the marsh system. The associated backbarrier marshes are 5–7 km wide, contain relatively coarse inorganic sediment (sand:mud ratios of 0.2–0.5; see Supplementary Table 1) as compared with deltaic marshes, and experience RSLR rates that are ~1.5–2.0 times the global average (Supplementary Table 1). However, these barrier-marsh systems diverge latitudinally in terms of relative wave and tidal influence25, with spring range varying by ~1 m. Thus, they can serve as a proxy for mesotidal, barrier-associated marshes across a range of settings.

Fig. 1: Barrier-associated marsh sampling stations and calculated accretion rates.
figure 1

Locations sampled for determination of new marsh accretion rates. These are located behind four mixed-energy barrier systems along the Georgia Bight of the southeast USA coast. Core locations are shown as circles, color-coded by calculated 210PbxsCFCS accretion rate. Core IDs are given as site name (e.g., CR = Cape Romain), mainland-to-barrier transect ID (e.g., “T1”), and station number (e.g., “S4”). Satellite imagery: Google, ©2020 Landsat/Copernicus.

Previous estimates of marsh accretion and sedimentation rates from the Georgia Bight are generally from marsh interiors, distal to large bodies of water and associated inorganic sediment sources. In contrast, we present new accretion rates derived from analysis of short-lived radioisotopes from 16 cores collected near marsh edges along mainland-to-barrier transects behind four of these island systems (Cape Romain, SC; Hilton Head, SC; Sapelo Island, GA; Amelia Island, FL) (Fig. 1). Backbarrier marshes at all sites are dominated by Spartina alterniflora with Spartina pumilus (formerly Spartina patens) prevalent at higher elevations. These platform marshes are dissected by tidal channels which vary from creeks several meters in width to bays several kilometers across. The latter include Sapelo and Doboy Sounds, which delimit the marshes of Sapelo Island, and Calibogue and Port Royal Sounds, abutting those of Hilton Head. New accretion rates are derived from sites within the marshes representing a range of exposures to open-water conditions. We then compare our newly derived rates to a regional (Georgia Bight) database of accretion and/or surface elevation-change estimates compiled from estimates based on excess radioactive lead (210Pbxs), radioactive cesium (137Cs), Surface Elevation Tables (SET), and Marker Horizons (MH). We find that, in general, marshes proximal to creek margins and open water bodies have accreted at or faster than RSLR, with the most vertically resilient barrier-associated marshes located at sites with the greatest exposure to open bays and tidal inlets.

Results and discussion

Rapid accretion of marsh edges in the Georgia Bight

Summary sedimentologic and accretion data for each of our 16 new marsh accretion cores are reported in Table 1 and constant flux with constant sedimentation (CFCS) accretion rate (210PbxsCFCS) values are shown spatially in Fig. 1. Example down-core 210Pb, 137Cs, bulk density, and loss-on-ignition profiles are shown in Fig. 2; full down-core data are provided in Supplementary Figs. 14. Additional data are provided in Supplementary Data 1, including the parameters used to define dimensionless parameters: 1) AEC (Contemporaneous Accretion Excess), which is the measured, site-specific accretion rate divided by RSLR during the period of record (RSLRC), and 2) AE50 (50-year Accretion Excess), defined as the site-specific accretion rate divided by the rate of RSLR during the 50 years prior to sampling (RSLR50) (see Methods for details and example calculations).

Table 1 Summary of results.
Fig. 2: Representative examples of marsh core profiles.
figure 2

Representative examples of down-core 210Pb, 137Cs, bulk density, and loss-on-ignition profiles for (a) slowly (Cape Romain station CR-T1S4) and (b) rapidly (Hilton Head station HH-T1S2) accreting marshes. Profiles for the full set of cores are given in Supplementary Fig. 1 (Amelia Island stations), S2 (Sapelo Island stations), S3 (Hilton Head stations), and S4 (Cape Romain stations). Error bars on individual 210Pb and 137Cs data points are instrumental measurement uncertainty.

Our 210PbxsCFCS accretion rates range from 1.91 ± 0.07 mm yr−1 (HH-T2S2) to 13.91 ± 0.07 mm yr−1 (SI-T2S2), with a mean rate (±S.D.) of 6.29 ± 0.18 mm yr−1. We find greater variability in marsh accretion within each barrier system (average range: 7.80 mm yr−1) than between systems (range of system averages: 2.73 mm yr−1). The resulting AEC values range from 0.6 ± 0.1 (HH-T2S4) to 4.9 ± 0.5 (AI-T1S3). This latter marsh sampling station, with a 210PbxsCFCS accretion rate of ~12.5 mm yr−1, shows weak correspondence to its associated 137Cs rate (~5.9 mm yr−1), and an AEC value of nearly double that of the next highest station (SI-T2S2; AEC = 2.58 ± 1.2). Although loss-on-ignition and bulk density values for this core are not dissimilar from our other sampling stations (Table 1), the presence of surface samples (0–4 cm) low in 210Pb activity (see Supplementary Fig. 3; note that these samples are omitted from 210PbxsCFCS analysis) indicates possible reworking or event deposition. We thus treat it as an outlier. With this sample removed, we find moderately strong agreement (r2 = 0.81; p « 0.01) between 210PbxsCFCS rates and those determined from peak 137Cs (Supplementary Fig. 5a), which increases our confidence in the 210PbxsCFCS values.

Our results indicate that marsh accretion at 14 of our 16 stations, all positioned ~10 m in from the platform edge, outpaced RSLR over the same period (AEC > 1); in fact, a mean AEC value for our 16 stations of 1.9 ± 0.3 indicates that these marshes are (on average) accreting at a pace nearly twice that of RLSRC. Within each barrier system, our marsh stations are also accreting at mean rates between 1.4 ± 0.3 (Sapelo Island) and 2.6 ± 0.2 (Amelia Island) times the rate of contemporaneous RSLR. Compared to longer-term sea-level records, we likewise find that marsh accretion outpaces RSLR50 (AE50 > 1) at all but two of our sampled stations (HH-T2S4 and CR-T1S4; the same two with AEC values < 1). Mean AE50 values for all barrier systems was 2.0 ± 0.1, modestly higher than corresponding AEC values. Mean AE50 values within sites range from 1.4 ± 0.9 (Hilton Head) to 2.5 ± 0.1 (Sapelo Island). The similarities between our calculated AEC and AE50 values are expected given the robust period of record captured by our 210PbxsCFCS method (mean: 53.3 years).

We find that higher rates of marsh accretion correspond with higher elevations within the tidal frame: tide-range-normalized elevation (Z*MHW values) can explain ~20% of the variance in 210PbxsCFCS rates (r2 = 0.26; p < 0.1; Supplementary Fig. 5b), AEC (r2 = 0.21; p < 0.1), and AE50 (r2 = 0.19; p ~ 0.1). This outcome is aligned with that of Langston et al. 26 for the Sapelo Island marshes. However, it is contradictory to the expected, well-established negative relationship between elevation and marsh accretion; i.e., marshes situated lower in the tidal frame experience a greater hydroperiod and, as a result, should accrete faster due to higher inorganic sediment inputs and organic matter accumulation (e.g., ref. 9). We posit that this finding likely reflects the narrow elevation range of the marsh platform with respect to tidal range, and thus the limited range of elevations captured by our cores (~68 cm).

Among our 16 cores, mean (±1 std. dev.) bulk density and loss-on-ignition values across the same core depths used to calculate 210PbxsCFCS rates (‘BDPb-xs’ and ‘LOIPb-xs’) are 0.42 ± 0.03 g cm−3 and 19.3 ± 0.9%, respectively. The lowest bulk density and highest loss-on-ignition values (0.23 ± 0.03 g cm−3 and 31 ± 2.7%, respectively) are found in core AI-T2S4 and the highest bulk density and lowest loss-on-ignition values (0.69 ± 0.11 g cm−3 and 11 ± 1.5%, respectively) are from core CR-T1S4. We find no correlation between AEC and either BDPb-xs (r2 < 0.01; p > 0.50; Supplementary Fig. 5c) or LOIPb-xs (r2 = 0.02; p = ~1.0; Supplementary Fig. 5d); correlations with AE50 values are even weaker. Comparisons with 210PbxsCFCS accretion rates reveal only very weak positive (bulk density; r2 = 0.03; p ~ 0.50) and very weak negative (loss-on-ignition; r2 = 0.02; p > 0.50) relationships. Multiple linear regressions of combinations of Z*MHW, BDPb-xs, and LOIPb-xs against 210PbxsCFCS accretion rates, AEC, and AE50 values reveal similarly insignificant to nonexistent correlations.

Regional comparison reveals that Georgia Bight marshes overall are threatened by recent acceleration in sea-level rise

Incorporating data from our new cores into a regional database for the Georgia Bight (Supplementary Data 1), we find no large-scale spatial trends in accretion rates, AEC, nor AE50 values (Fig. 3), despite regional variation in spring tidal range of ~1 m. Furthermore, as with our new cores, the regional database shows no significant correlations between Z*MHW and any of marsh accretion rate (Supplementary Fig. 6a), AEC values (Supplementary Fig. 6b), or AE50 values (Supplementary Fig. 6c).

Fig. 3: Latitudinal gradients in marsh accretion across the USA Georgia Bight.
figure 3

Accretion-rate, AEC, and AE50 values for marshes from the southeast USA Atlantic Coast. Data are plotted by latitude (y-axis). Bar widths correspond to the period, in years C.E. (x-axis), captured by the analysis. Core locations are shown in green (this study: gold) circles on the map. Records which end prior to 1950 are omitted because of uncertainty in AE50 values due to incomplete relative sea-level records. See Supplementary Data 1 for details and data sources.

Plotting calculated and reported accretion rates against associated RSLRC and RSLR50 rates (Fig. 4) reveals the potential resilience of these marshes to accelerated RSLR and their ability to equilibrate to higher rates of rise over several decades: generally, accretion rates show a better comparison (plot above or closer to the 1:1 line) to the 50-year sea-level rise rate. This reflects the partial dependence of calculated rates of vertical accretion (or estimates of ‘surface elevation change’ in the case of SETs or sedimentation in the case of MHs) on the observational timescale, in part because shorter records tend to preferentially incorporate more of the late 20th–early 21st century acceleration in global sea-level rise27. For example, we find that, generally, the short-term MH-derived (average record length: 14.1 years) and 137Cs-derived (average record length: 32.5 years) accretion records have AE50 values (mean: 1.10 [MH] and 0.76 [137Cs]) which are ~2 times higher than associated AEC values from those same records (mean: 0.54 [MH] and 0.46 [137Cs]). No such difference exists for accretion rates determined through the longer-term 210Pb method (average record length: 74.3 years; mean AE50 = 1.06; mean AEC = 1.15); this observation holds even after removal of our new, relatively high, accretion rates (average record length: 83.6 years; mean AE50 = 0.73; mean AEC = 0.78). Moreover, the observed trend in low AEC values derived from SET and MH measurements shifts considerably when comparing those accretion rates to RSLR50 (Fig. 4b): eight of these 25 SET/MH records have AE50 values > 1, whereas none show AEC > 1. Accretion rates calculated via both 210Pb and 137Cs also show a similar, if less dramatic, shift towards higher degrees of resilience (as captured by higher AE50 values). The reason for this is simple: in comparing accretion rates to RSLR50, the resulting AE50 values tend to be higher, on average, because they are calculated for a longer period of RSLR (50 years in all cases), whereas AEC values normalize accretion by a shorter period (especially for SET/MH measurements). Whether this portends enhanced marsh resilience over the longer term remains an unanswered question, but provides additional support for the careful consideration of the role of response lags in considering the long-term viability of marshes to accelerated RSLR. Moreover, it demonstrates that our AE50 values are generally a more conservative estimate of marsh resilience. This is reflected in the “purple shift” between AEC and AE50 values shown in Fig. 3: that is, AE50 values are generally higher than corresponding AEC values, the latter of which generally incorporate a shorter and more recent time period characterized by higher rates of RSLR.

Fig. 4: Trends in marsh accretion as a function of relative sea-level rise.
figure 4

Comparisons between marsh accretion rates and local relative sea-level rise rates (±S.D.) for (a) the period contemporaneous with which accretion was calculated (RSLRC); and for (b) the 50-year period prior to the sampling date (or end of the measurement period for SETs) (RSLR50).

Overall, we calculate a mean AE50 value for all new and published data for the Georgia Bight of 0.94 ± 0.16. This indicates that—assuming marshes respond to an increase in the rate of RSLR through more than just an instantaneous response to increased hydroperiod (i.e., that marsh response to RSLR acceleration is lagged by an order of decades)—marshes throughout the Georgia Bight are growing nearly vertically apace with RSLR, in general. However, substantially tempering this observation is the fact that mean AE50 for the Georgia Bight marshes falls to only 0.72 ± 0.17 with removal of our 16 new calculated rates; in fact, with the exception of those from our new sediment cores, ~75% of accretion measurements result in AE50 values of <1. Most marshes are accreting at an average of only ~50% of the coincident rate of RSLR, or, at most, ~80% of the long-term (50-year) RSLR rate. This clearly suggests that Georgia Bight marshes overall are failing to keep pace with RSLR.

Higher accretion observed at high-exposure marshes

Marshes exposed to large fetches are threatened by edge erosion by waves; yet, where fine sediment is in abundance (e.g., deltaic marshes, such as those in the Mississippi River Delta), those same waves can deliver abundant sediment to the marsh surface, potentially increasing vertical accretion28,29. Our findings reveal the same trend for sandier, barrier-associated Georgia Bight marshes: at all four of our sampled barrier systems, marshes located closest to open bodies of water, particularly those adjacent to tidal inlets (e.g., SI-T2S2, which is exposed to Sapelo Sound and Sapelo Inlet, GA; Fig. 1), display the highest rates of accretion (Fig. 1; Table 1), as well as the highest values for AEC and AE50 (Table 1). Removal from barrier-system averages of only the most exposed sampling stations from each of our four barriers (corresponding to the stations from each barrier system with the highest accretion rates) decreases the mean AEC and AE50 values of our new stations from 1.89 and 2.01, to 1.48 and 1.49, respectively. Though still well above other regional accretion rates calculated from 210Pb (0.78 and 0.73 for AEC and AE50, respectively), this shows the outsized impact of these high-end values on our barrier-system averages. Moreover, our marsh sites located adjacent to only relatively small tidal channels (e.g., stations HH-T2S4 and CR-T1S4) show far lower rates of accretion, and in fact have AEC and AE50 values of <1.0.

The dichotomy between our rapidly accreting, high-exposure marshes and the relatively slow accretion observed at our more interior sites likely reflects the relative exposure of those marshes to hydrodynamic forcings, including wave-induced suspension, and thus the relative ease of delivering sediment to marsh edges well-exposed to wave and tidal processes. For example, the station with our highest calculated 210PbxsCFCS accretion rate (SI-T2S2: 13.43 ± 0.43 mm yr−1) is located 8 km from the mouth of Sapelo Sound Inlet (~3 km wide), but where the main channel is still 2.0 km wide and well-exposed to open-ocean conditions, especially during storms (Fig. 1). A similar trend can be seen at station SI-T1S1 (210PbxsCFCS accretion rate: 7.33 ± 0.55 mm yr−1) which is sited only ~5.0 km from the entrance to Doboy Sound Inlet (1.5 km wide) where the channel is still 1.5 km wide.

Likewise, the marsh stations recording the fastest accretion rates at Hilton Head (SC) face Calibogue Sound Inlet (HH-T2S2: 8.17 ± 0.39 mm yr−1) and are along the wide main channels of Calibogue Sound (HH-T1S2: 6.85 ± 0.23 mm yr−1) (Fig. 1). At Cape Romain (SC), we record the highest accretion rates (210PbxsCFCS accretion rate: 10.62 ± 0.56 mm yr−1) at the station (CR-T1S2) closest to the entrance to Five Fathom Creek from Bulls Bay. Amelia Island (FL), however, presents a somewhat different case. Here, measured 210PbxsCFCS accretion rates are similar (4.63–4.81 mm yr−1), with the exception of AI-T1S3 (12.45 ± 0.26 mm yr−1). Though this is the most exposed of our four sampling stations within the Amelia Island backbarrier (AI-T1S3 is located along a main channel of the South Amelia River), the anonymously high 210PbxsCFCS rate and associated mismatch with our calculated 137Cs rate (5.94 ± 0.46 mm yr−1; also, the highest 137Cs rate for Amelia Island), leave the value for this station in doubt, thus its exclusion from the full analysis.

Nonetheless, a consistent trend emerges: within a set of 16 marsh stations experiencing faster-than-average long-term accretion rates overall, areas experiencing the fastest accretion are found in locations with high wave and storm exposure. In contrast, our sampling stations located centrally within backbarrier marshes, and/or adjacent to smaller creeks commonly have the lowest rates of accretion (and, correspondingly, AEC and AE50 values) (Fig. 1).

Comparing calculated and reported accretion rates to associated RSLRC and RSLR50 rates (Fig. 4) and boxplots of accretion rate, AEC, and AE50 values grouped by analysis method (Fig. 5), we find that 14 of our 16 new marsh accretion rates are significantly (p ≤ 0.0001, AnOVa; for both AEC and AE50) faster than other records from the area according to either contemporaneous or 50-year-mean RSLR rates, regardless of how those were determined. A central difference: the vast majority of these previously reported rates are from marsh platform interiors (Supplementary Data 1). Only some stations from Weston et al. 8 report on accretion from near platform edges (~50 m inboard). Though sampled from within the sediment-rich mouths of the Altamaha and Edisto rivers, and determined through similar 210Pbxs methods, the resulting accretion rates (avg: ~2.7 mm yr−1) are less than half those determined for our sites (avg: ~6.3 mm yr−1). Also, their rates are generally lower than local RSLR over the contemporaneous period (avg AEC: 0.9) or the 50 years prior to collection (avg AE50: 0.7). Though marshes at both sites show multi-decadal acceleration in accretion, they are situated within estuaries, with all but one coring site located > 5 km from the river mouth. Importantly, these cores are situated ~40 m further inboard from marsh edges than ours, likely substantially reducing sediment delivery due to the rapid decay in sediment loads with distance inboard of the platform edge (e.g., refs. 30,31).

Fig. 5: Methodological comparison of marsh-accretion and sediment-accumulation rates.
figure 5

Box plots (center line, median; box limits, upper and lower quartiles; whiskers, 1.5x interquartile range; points, outliers) of (a) accretion rate, b AEC values, and (c) AE50 values for marshes throughout the Georgia Bight, separated by analysis method. New 210PbxsCFCS accretion rates are separated from those reported in the literature (Supplementary Data 1).

Contributions of allochthonous mineral sediments have clear and well-demonstrated benefits to marsh resilience. These sediments can increase surface elevation, provide stress-reducing nutrients to the soil, and reduce phytotoxicity (e.g., refs. 13,14,32). Further, rates of autocompaction within these sediment-rich peats are generally lower than for comparable organic-rich soils33, allowing for overall faster vertical growth. Though we find no clear relationship between accretion and inorganic composition of our sampled marshes (Supplementary Figs. 5c, d), we do note that a number of our stations exhibiting most rapid accretion appear to have a higher bulk density and lower loss-on-ignition values (i.e., greater inorganic sediment contributions) near the marsh surface, whereas those with slower accretion commonly show the opposite (Fig. 2; see Supplementary Figs. 14 for full data). We find our stations with the greatest exposure to wave energy correspond to those areas with the highest vertical accretion, likely because they receive the highest rates of mineral sediment influx.

Sediment transported to the marsh surface can originate from erosion of proximal lagoon floors34, mud flats35, and marsh edges36; or be transported into the backbarrier via tidal inlets, particularly during storms (e.g., ref. 37). These processes appear to be important at several of our bay-facing and/or inlet-proximal sampling locations (e.g., stations AI-T1S3, SI-T1S1, SI-T2S2, and CR-T1S2), where the measured accretion rates are highest. In fact, these same marsh sampling stations contain abundant evidence of recent surficial mineral-dominated storm deposits38, likely contributing to a well-mixed layer observed in the upper few centimeters in several of our cores (N.B. these layers were omitted from accretion calculations) (Supplementary Figs. 14). These fastest-accreting marshes are also among our highest-elevation sites (with respect to local mean tidal level) (Supplementary Fig. 5b), with our four fastest-accreting marshes located nearly 20 cm higher in elevation than our four slowest-accreting sites. The fact that they have gained elevation at rates faster than long-term RSLR without becoming supratidal may be related to marsh-edge soil-creep processes, such as those observed in New England marshes39. The associated steady-state recycling of these near-edge sediments through storm waves and surges (and associated high-water levels) back to the marsh surface may explain the observed and unexpected (weakly) positive correlation between tide-normalized elevation and accretion (Supplementary Fig. 5b).

Implications for marsh resilience to sea-level rise

Fluvial sediment availability and the ability of waves to entrain, and currents to transfer, that sediment to the marsh surface are among the most important contributors to long-term marsh sustainability (e.g., refs. 9,24,29,40). For example, modeling6 suggests that marshes located in systems characterized by suspended sediment concentrations of <20 mg L−1 may drown at RSLR rates as low as 5 mm yr−1; indeed, recent field studies have substantiated that such sediment-starved marshes are faltering8,18. Our results indicate that, even in the relatively sediment-rich backbarrier systems of the southeast USA coast, platform marshes may diverge spatially in their long-term ability to keep pace with RSLR, with differences based largely on the location of those marshes within the backbarrier, or of marsh within the platform. These differences appear magnified even at relatively fine scales (10 s of meters). This finding highlights that the position of an area of marsh within the platform, and the specific platform site within the broader backbarrier setting with respect to wave energy (particularly that coincident with storm surge), play central roles in marsh accretion. As such, we find that leading factors in marsh resilience in backbarrier marshes are associated with the inter- and intra-system characteristics of a given marsh, such as the availability of sediment in adjacent habitats (e.g., mudflats vs rocky reefs) or the patchiness of the marsh, and attendant implications for available fetch and percentage of interior vs. edge habitats41. Furthermore, our findings demonstrate that spatially discrete sampling across a range of environments within diverse backbarrier settings are required to ensure complex spatial differences in marsh resilience are fully captured.

We find that marshes located near the periphery of platforms, but still inboard of levees, predominantly record multi-decadal accretion at rates of ~1.5–2.0 times that of RSLR over the coincident time period; and those facing wide bays and/or adjacent to tidal inlets have been accreting even faster (as high as > 4.0 times RSLR in one case). In fact, the only apparent threat to the survival of these marshes is cannibalistic edge erosion, as fronting bays (a source for sediment reaching the marsh surface) deepen, allowing for larger waves to reach the marsh edge42,43. In contrast, low-exposure and platform-interior marshes are generally failing to keep pace with sea-level rise, and may be on the precipice of drowning. Similar projections of interior deterioration and/or drowning have been made through numerical modeling44,45 and validated through some limited field and remote-sensing data46,47,48, including observations of the enlargement of interior channels at Sapelo Island49.

Together, these findings reveal that, even in sandier barrier systems of the southeastern USA, those marshes capable of receiving sediment delivered through wave suspension (i.e., highly exposed and edge-proximal marshes) are far more resilient than those in more interior and protected settings. This aligns with modeling outcomes demonstrating that overall sediment availability may not preclude internal fragmentation if mineral delivery to the interior is constrained by limited inundation and/or sediment trapping at the periphery50,51,52; this study thus extends those findings to mesotidal settings. It further adds to the body of literature demonstrating the role of sedimentation—and of the storms which are largely responsible for sediment delivery53—in marsh survival. This process may be exacerbated along barrier-associated marshes such as those of the Southeast USA: here, continued decreases in sediment inputs to these backbarriers and coastal ocean from local rivers54 may hasten fragmentation, resulting in persistence of only those exposed, edge-proximal marshes which today show no such signs of imminent threat. The resulting apparent trend is one of rapid fragmentation, converting broad platform marshes to doughnut-like configurations in which marsh peripheries continue to grow apace with RSLR, while marsh interiors drown and convert to open water. Given the outsized role that marshes play in the stability of fronting barrier islands55, this fragmentation threatens the overall health of the broader barrier systems studied here, as well as similar backbarrier marshes globally.

Methods

Sediment core collection

Long-term (50–100 years) vertical accretion rates were determined from sediment cores collected in December 2017 along transects from the mainland to fronting barrier islands at four barrier systems in the Georgia Bight (Fig. 1): the Cape Romain cuspate foreland (north-central South Carolina), Hilton Head (southern South Carolina), Sapelo Island (central Georgia), and Amelia Island (northern Florida). Two cores were collected along each transect at sampling stations located approximately one-third and two-thirds of the distance between the mainland and fronting barrier island. Cores were collected ~10 m from the marsh edge and landward of any visible topographic high (marsh levee), and in marshes at the boundary between short- (stunted) and tall-form S. alterniflora (as described by ref. 56), which locally are roughly 25–40 cm and 90–140 cm in height, respectively. Station locations were described in the field, including primary and secondary vegetation, presence of proximal (within ~100 m) marsh pools and tidal creeks, and other physical characteristics. Cores were collected using a metal corer 15.3-cm in diameter, 80 cm in length, and with sharpened cutting head, and extruded into protective PVC casings. The elevation of marsh within the cores were compared with ambient adjacent marsh prior to ground extraction to ensure the peat/sediment within the core did not undergo any compaction during coring.

Supplementary marsh samples were collected adjacent to accretion cores using a Russian peat borer, penetrating to at least 40 cm. At least 15, 1-cm thick samples from each core were collected, treated with hydrogen peroxide to remove organic matter, and analyzed using a Beckman-Coulter® (Brea, California, USA) Laser Diffraction Particle Size Analyzer. Resulting sand:mud ratios averaged from each of our four barrier systems are given in Supplementary Table 1. More comprehensive data and analyses are presented by Staro et al. (ref. 57).

Elevations for each core were recorded relative to North American Vertical Datum (m NADV88, ±2 cm) using a Topcon Hiper Lite II global positioning system with integrated real-time kinematics (RTK-GPS), and corrected with the National Oceanic and Atmospheric Administration (NOAA) Online Positioning User Service (OPUS) These were converted to elevations with respect to mean tidal level (m MTL) using the National Oceanographic and Atmospheric Administration (NOAA) Online Vertical Datum Transformation (VDatum) system. We then normalized these elevations (Z) to the local tidal range estimated from nearby tide gauges through calculation for each site of Z*MHW values following Holmquist and Windham-Myers58:

$${{{{{{\rm{Z}}}}}}}_{{{{{{\rm{MHW}}}}}}}^{* }=({{{{{\rm{Z}}}}}}-{{{{{\rm{MSL}}}}}})/({{{{{\rm{MHW}}}}}}-{{{{{\rm{MSL}}}}}})$$
(1)

in which MSL is the elevation of local mean sea level and MHW is the elevation of local mean high water.

Sapelo Island is located approximately equidistant between tide gauges at Fernandina Beach and Fort Pulaski. For this site, RSLRC (contemporaneous relative sea level rise, defined below in Normalization of Accretion Rates) values were calculated by averaging sea-level-rise rates for the given time period from these two gauges. We did the same for sites in our database for the Charleston and Myrtle Beach (Springmaid Pier, SC) tide gauges for sites located approximately equidistant between those gauges (all sites north of Cape Romain).

Determination of marsh accretion rates

Marsh cores were split lengthwise, described, and photographed. They were then sectioned at 1-cm intervals in the top 6 cm, 2-cm intervals from 6 to 30 cm depth, and then 5-cm intervals to the bottom of the core (between 35 and 65 cm depth, depending on the total core length). This approach allows for higher-resolution sampling in shallow sections of the core which will contain the highest, and most rapidly changing 210Pb contents. Cut rounds (1–5 cm thick; ~150–900 cm3) of each sample (n = 360; average of 22–23 samples/core) were analyzed for both wet and dry bulk density by weighing, drying for 24 h in a 60 °C oven, and re-weighing. Total organic-matter content was determined from aliquots (~1–3 g) of dry sample rounds by loss-on-ignition59 through furnace combustion for 14 h at a temperature of 650 °C. The remaining raw material from each sample was analyzed for radioactive 210Pb and 137Cs contents using gamma-ray spectroscopy. Radioactive 210Pb is a naturally occurring nuclide of the 238U series formed from the decay of 222Rn gas60. It is constantly replenished in the atmosphere and is quickly incorporated into water, soils, and sediment at the Earth’s surface, where it undergoes beta decay (with attendant emission of a quantum of gamma radiation) with a half-life of 22.3 years60. In contrast, 137Cs is an anthropogenic fallout nuclide, predominantly produced during the period of extensive atmospheric thermonuclear testing between the mid-1940s and mid-1970s; peak 137Cs fallout occurred in 1963–1964, with a gradual decline interrupted by fallout events such as the 1986 Chernobyl disaster61.

Sediments from each sample were homogenized, massed, packed into petri dishes of known geometries (40 or 70 mL), sealed using vinyl electrical tape and paraffin wax, and stored for at least 30 days to ensure equilibrium between 226Ra and its daughter products 214Pb and 214Bi. Samples were then analyzed for standard-adjusted 137Cs (662.6 keV photopeak), 210Pb (46.5 keV photopeak), 214Pb (295, 352 keV photopeaks), and 214Bi (609 keV photopeak) activity (reported in disintegrations per minute per gram [dpm/g]) using shielded, ultra-low background Canberra Low Energy Germanium (LEGe) or Broad Energy Germanium (BEGe) detectors for a period of 24 hours. Following corrections for sample-depth attenuations, total 137Cs and each of total 210Pb, supported 210Pb (that produced in situ from the decay of 226Ra, a naturally occurring radioisotope found in most rocks and soils), and unsupported (excess) 210Pb (210Pbxs) concentrations were calculated for each sample and converted to units of Bq/kg. The atmospherically deposited 210Pbxs is calculated by subtracting supported 210Pb from total 210Pb activity for each sample.

Following Appleby60 and Corbett and Walsh62, marsh 210Pb-based accretion rates were calculated using the Constant Flux and Constant Sedimentation (CFCS) model originally devised by Krishnaswamy63. This assumes a constant accumulation rate (both inorganic and organic sedimentation) and constant flux of 210Pb to the marsh surface. The accretion rate (S) is calculated as

$${{S}}=\lambda /{{m}}$$
(2)

in which λ is the decay constant for 210Pb (0.03114 yr−1) and m is the slope of the regression between depth and the natural log of 210Pbxs activity of each sample between the surface and the depth at which total 210Pb activity reaches background (supported) levels (i.e., 210Pbxs = 0). Obvious outliers—including those associated with any surface mixed layer—were removed from the analysis (Supplementary Figs. 14). Rate uncertainties are calculated as the standard deviation of rates determined via sensitivity analysis through progressive removal of single data points from the down-core profile and re-calculation of the core-average rate. Accretion rates determined from the CFCS-based 210Pbxs models are verified against those independently determined from peak down-core concentrations of 137Cs (corresponding to 1964 C.E.). As accretion rates determined from 137Cs are based on the depth of single samples (i.e., those with first occurrence or peak of 137Cs), the associated rate uncertainties simply reflect sample thickness.

Normalization of accretion rates

Following Saintilan et al. 23, for each core, we calculated the “Contemporaneous Relative Sea-Level Rise” rate (RSLRC); that is, the rate of RSLR over the calculated period of accretion based on the 210PbxsCFCS rate. For example, for a core for which the upper-most 40 cm were used to determine a 210PbxsCFCS rate of 5 mm yr−1, the period of time captured by that accretion rate would be 80 years. The RSLRC rate is calculated by linear regression of monthly sea-level values from the nearest tide gauge (Supplementary Table 1) for the period December 1937 – December 2017 (80 years previous till the date of core collection). Sapelo Island is located approximately equidistant between tide gauges at Fernandina Beach and Fort Pulaski. For this site, RSLRC values were calculated by averaging sea-level-rise rates for the given time period from these two gauges. We did the same for sites in our database for the Charleston and Myrtle Beach (Springmaid Pier, SC) tide gauges for sites located approximately equidistant between those gauges (all sites north of Cape Romain). For cores containing a surface mixed layer (identified as a vertical 210Pbxs profile, such as that observed in core HH-T1S2; Supplementary Fig. 2), we assumed a constant accretion rate from the top-most sample included in our CFCS calculation to the surface.

For each core we then define the dimensionless ‘Contemporaneous Accretion Excess’ (AEC) as

$${{{{{{\rm{AE}}}}}}}_{{{{{{\rm{C}}}}}}}={}^{210}{{{{{\rm{Pb}}}}}}_{{{{{{\rm{xs}}}}}}}{{{{{\rm{CFCS}}}}}}\,({{{{{\rm{mm}}}}}}\,{{{{{{\rm{yr}}}}}}}^{-1})/{{{{{{\rm{RSLR}}}}}}}_{{{{{{\rm{C}}}}}}}\,({{{{{\rm{mm}}}}}}\,{{{{{{\rm{yr}}}}}}}^{-1})$$
(3)

Marshes with AEC values equal to 1 have been accreting at the same rate as RSLR over the time period for which accretion is measured. An AEC value of <1 indicates a marsh is failing to keep pace with sea-level rise, whereas AEC > 1 denotes vertical accretion outpacing RSLR. Errors for AEC are propagated from 210PbxsCFCS and RSLRC uncertainties for each core. Recognizing that marshes may not respond instantaneously to a change in the rate of sea-level rise64,65, we also determine in the same manner the RSLR rate over the 50-year period prior to core collection (RSLR50). This follows the approach of Saintilan et al. 23, who, in comparing only SET/MH-derived sedimentation rates determined from 477 monitoring stations across four continents, found that RSLR50 was the most important predictor of the rate of vertical accretion. This was particularly true for organic-rich marshes, suggesting a lagged marsh response to an increase in the rate of RSLR, and thus potential marsh resilience to accelerated sea-level rise. We therefore calculate the Accretion Excess in comparison to this long-term RSLR rate (the ‘AE50’) according to Eq. (3), substituting RSLR50 for RSLRC. Errors are propagated in the same manner as for AEC.

We note that for six of our cores (CR-T1S2, CR-T2S4, HH-T1S2, HH-T1S4, HH-T2S2, and AI-T1S3) we omitted from our accretion calculations surface sediments <10 cm thick which showed disturbance in 210Pbxs profiles (Supplementary Figs. 14). For these we simply propagated the same accretion rate to the core surface (i.e., assumed that the marsh accreted at that same rate until 2017 as it had for the period [depth] from which the accretion rate was calculated) for purposes of calculating RSLRC and RSLR50. As the upper 4–10 cm of sample for these cores was not used in accretion calculations, this approach provides a conservative (low-end) estimate of marsh accretion: that upper marsh grew most recently (the ~10–25 years prior to 2017), and thus under conditions of higher sea-level rise than the earlier period for which data allowed determination of marsh accretion.

Development of regional Database

We developed a regional database of marsh accretion for the Georgia Bight, updating that presented by Crotty et al. 66 and incorporating data from our 16 new cores (Supplementary Data 1). This updated database includes those accretion rates reported by Alexander et al.67, Crotty et al.66, Goldberg et al.68, Langston et al.26, Loomis and Craft69, Morris et al.9, Raposa et al.7, Sharma et al.70, Vogel et al.71, and Weston et al.8. Marsh accretion rates in this database were determined through a combination of 210Pb and/or 137Cs measurements, SETs, and MHs. For each of these, we compiled available elevation, accretion, and site-characteristic data. Where not reported, we apply an accretion rate uncertainty equal to our study-average ±3% and ±6% to all reported 210Pb and 137Cs rates, respectively. For SET and MH rates, we apply an uncertainty equal to 0.10 mm yr−1. Elevation transformations to Z*MHW, determination of RSLRC, and calculation of AEC and AE50 values for each of these marsh accretion stations were conducted in the same manner as described above for our cores. In (very common) cases in which down-core 210Pb values are not provided in published data, we are unable to determine time periods associated with resulting 210Pb-derived accretion rates; hence, for these we can assign neither RSLRC nor AEC values. However, as long as a core collection date is provided, RSLR50 nor AE50 values are calculated.

Of the resulting combined 103 marsh accretion measurements, we exclude or partially exclude seven from further analysis (see final column of Supplementary Data 1). This includes three sites fully omitted for which the measurement record was <5 years. For example, 210Pb results from core GCE5_C8 of Langston et al. 26 (who also omitted this core) have a reported accretion rate of ~290 mm yr−1, resulting in an accretion period for the measured core of <2 years. From an additional site (Goat Island SET record; from ref. 9) we incorporate the accretion rate and AE50 value, but omit the AEC value because calculated sea-level change over the brief study period (1997–2002) was negative (−6.5 mm yr−1). The final three partially omitted records are from the robust database from the Georgia Coastal Ecosystems Long Term Ecological Research site (located within the backbarrier of Sapelo Island), presented by Langston et al. 26. Of their 20 reported 210Pb accretion rates, the down-core 210Pb data from three sites (GCE4_C4, GCE5_C4, GCE5_C9) show thick surface mixed layers, leading to substantial uncertainty in the start year for the accretion analysis (or, if the calculated rate is applied to the whole core, including the mixed layer [as we did for our analysis], the result is an unrealistically old record given the ~100-year age range of 210Pb). For these, we incorporate the resulting accretion rate into our analysis, but do not calculate AEC or AE50 values, as we cannot determine the time period captured by their records and thus the associated RSLRC or RSLR50 rates.

Reporting summary

Further information on research design is available in the Nature Portfolio Reporting Summary linked to this article.