| Literature DB >> 29937578 |
Joshua L Breithaupt1,2, Joseph M Smoak3, Robert H Byrne1, Matthew N Waters4, Ryan P Moyer5, Christian J Sanders6.
Abstract
There is concern that accelerating sea-level rise will exceed the vertical growth capacity of coastal-wetland substrates in many regions by the end of this century. Vertical vulnerability estimates rely on measurements of accretion and/or surface-elevation-change derived from soil cores and/or surface elevation tables (SETs). To date there has not been a broad examination of whether the multiple timescales represented by the processes of accretion and elevation change are equally well-suited for quantifying the trajectories of wetland vertical change in coming decades and centuries. To examine the potential for timescale bias in assessments of vertical change, we compared rates of accretion and surface elevation change using data derived from a review of the literature. In the first approach, average rates of elevation change were compared with timescale-averaged accretion rates from six regions around the world where sub-decadal, decadal, centennial, and millennial timescales were represented. Second, to isolate spatial variability, temporal comparisons were made for regionally unique environmental categories within each region. Last, comparisons were made of records from sites where SET-MH stations and radiometric measurements were co-located in close proximity. We find that rates vary significantly as a function of measurement timescale and that the pattern and magnitude of variation between timescales are location-specific. Failure to identify and account for temporal variability in rates will produce biased assessments of the vertical change capacity of coastal wetlands. Robust vulnerability assessments should combine accretion rates from multiple timescales with the longest available SET record to provide long-term context for ongoing monitoring observations and projections.Entities:
Year: 2018 PMID: 29937578 PMCID: PMC5993342 DOI: 10.1002/lno.10783
Source DB: PubMed Journal: Limnol Oceanogr ISSN: 0024-3590 Impact factor: 4.745
Definition of terms related to measurements of accretion and elevation change in coastal wetlandsa.
| Term | Definition |
|---|---|
| Accretion/surface accretion | The thickness/height of material added to the soil column above a given reference plane (in units of mm or cm yr−1). Note that accretion is not a measurement of mass accumulation (units of g or kg yr−1). |
| Compaction/auto‐compaction | The physical process of decreasing the volume occupied by a given unit of soil mass. Auto‐compaction occurs as a result of the pressure applied via increasing overburden of new soil material. Note that water and increasing water depths may also contribute to compaction of underlying soils if the void spaces are not already saturated. |
| Contraction/shrinking/consolidation | A decrease in the soil volume as a function of such processes as drying (loss of water volume), decomposition of organic matter (loss of soil mass), or rearrangement and increase of packing density of mineral particles. |
| Degradation/decomposition/diagenesis | A continuum of processes that include the physical degradation of material as well as biological and chemical transformation of complex compounds into simpler ones that in turn may be removed from the soil in a gaseous or dissolved state. |
| Density normalization | A mathematical means of normalizing surface intervals to the same average dry bulk density as lower intervals in order to account for auto‐compaction. Most frequently used with 210Pb measurements. |
| Erosion | The physical removal of material from the soil column. |
| Expansion/swelling | The raising or increasing of surface elevation due to processes such as root growth or increased presence of groundwater. |
| Linear trend rate | For Marker Horizons or Surface Elevation Tables, the method of calculating the annual rate of change as the linear least squares regression of the observations of height vs. time. Less effected by outlier measurements. |
| Net change rate | The method of calculating the rate of change as the difference between the most recent measurement and the starting measurement divided by the number of years in the record. Can be highly influenced by outliers (e.g., storm deposition or droughts) in shorter datasets. This is the method used to calculate accretion rates for radionuclide‐dated cores: thickness of soil column observed at time of sampling divided by the number of years above the reference plane. |
| Physical mixing, bioturbation | Following the geological law of superposition, the stratigraphy of wetland soils occurs with the oldest depositional layer at the bottom and the youngest, most recent depositional layers at the top. Physical (e.g., storm surge scouring) or biological disturbance (e.g., crab burrowing) contribute to rearranging this expected stratigraphy. The result may be a disturbance of a tracer used for dating the soil body, or the loss of material from within the soil body. |
| Reference plane | The depth above which changes to the height or thickness of the soil column are observed. |
| Sediment | Often geologically referring only to mineral material, but sometimes used to refer to any particulate material including organic matter. |
| Sedimentation/mass accumulation | The mass of soil that accumulates in a given area per unit time, generally in units of g m−2 yr−1. “See “sediment” above;” sometimes meant to describe only the rate of mineral sediment accumulation. |
| Subsidence (shallow and deep) | The sinking or decreasing of elevation due to (1) shallow processes (such as compaction or dewatering) in the unconsolidated soil above bedrock or the consolidated layer, or (2) deep processes related to bedrock/consolidated layer changes such as tectonic activity or flexural unloading. |
| Surface elevation change | The change in height vertical position of the wetland surface relative to a vertical horizontal reference plane. For early SETs this reference was the original measurement plane. Subsequent deployments have standardized the starting elevation to a vertical datum. |
General references for these terms include: Thomas and Ridd (2004), Fitzgerald et al. (2008), Nolte et al. (2013), Krauss et al. (2014), Lynch et al. (2015), and Woodroffe et al. (2016).
Figure 1Timescales of processes affecting change of soil body accretion and elevation in coastal wetlands, and the methods used to measure them. The ranges represent the timescales over which a change in either the mass or volume of a soil body can be detected (using these methods). While the timescale of SET measurements represents the length of time over which observations have been made at a station, the tool measures changes occurring to the entire soil column, including material potentially deposited thousands of years ago. For Methods, dashed lines represent the upper limit of dating tools at present, noting that the utility of SET‐MH stations will continue to increase as long as sampling continues in the future. For Soil and Sea‐Level Processes, blocks represent predominant timescale of change, with dashed lines indicating full range of change (e.g., most soil organic matter diagenesis occurs in the first decade, but continues for thousands of years, even if at a slowing rate). Local sea level includes seasonal, meteorological influences. Figure schematic inspired by Woodroffe (2002).
Description of methods used to measure accretion and surface elevation change in coastal wetlands, along with strengths, weaknesses, and assumptions of each. Nolte et al. (2013) (and references therein) provide a detailed discussion of these methods. References for data derived from each method are provided in Supporting Information Table 1.
| Description | Assumptions | Strengths (+) and Weaknesses (–) |
|---|---|---|
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A visibly‐distinct layer is initially applied to the wetland surface. A sample is cored through the horizon and accretion is measured as thickness of sediment above the horizon since the time of horizon deployment. Core is replaced in soil after measurement |
• Material is deposited at the surface |
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Gamma counting to identify Cs activities in soil intervals. Plutonium isotope ratios are detected using ICPMS following extensive sample preparation. Accretion calculated as depth above dated interval divided by total years |
• No compaction of soil during core collection |
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Alpha or gamma spectroscopy used to establish activities of 210Pb by depth. Dating models utilize decay constant and soil dry bulk density to establish mass sedimentation rates | • See 137Cs, 239 + 240Pu |
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| Accretion calculated as depth to a distinct sedimentary layer of known origin, divided by years since that event. Variations: land‐use change, hydrology change, pollen, volcanic eruption etc. |
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Macrofossils of organic (woody) or inorganic (molluscan) C are radio‐carbon dated using AMS. The proximity of the dated material with the original soil surface is based on assumptions regarding stratigraphic proximity to other flora and fauna with less variable depth of soil occupation |
• No compaction of soil during core collection |
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A vertical pipe or rod is driven to a known depth and a horizontal arm is leveled above the soil surface in four directions, 90 degrees apart. The average distance between the arm and soil surface is measured using nine pins |
• Sampling is conducted under the same/ consistent conditions whether seasonally or yearly |
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Figure 2Location of regions examined in this study. Numbered place markers indicate locations of specific wetlands/sub‐regions where data was recorded from the literature. All data is included in Supporting Information Table 1; superscript lowercase letters indicate references for each region (provided below). Locations in the maps are as follows: (A) New York and Connecticut, U.S.A.a): 1. Staten Island, NY, 2. Jamaica Bay, NY, 3. Hempstead Bay, 4. Alley Pond, NY, 5. Pelham Bay, NY, 6. Otter Creek, NY, 7. Marshlands Conservancy, Rye, NY, 8. Caumsett State Park, NY, 9. Norwalk, CT, 10. Westport, CT, 11. Nissequogue River, NY, 12. Flax Pond, NY, 13. Millford, CT, 14. Branford, CT, 15. Guilford, CT, 16. Clinton, CT, 17. Carmans River, NY, 18. Deep Pond, NY, 19. Fresh Pond, NY, 20. Hubbard County Park, NY, 21. Mashomack Preserve, NY, and 22. Barn Island, CT. (B) Southwest Florida, U.S.A.b): 1. Rookery Bay, 2. Ten Thousand Islands, and 3. Southwest Everglades National Park. (C) Northwestern Mediterranean Seac): 1. Ebro River Delta, Spain, 2. Rhone River Delta, France, and 3. Venice Lagoon, Italy. (D) Louisiana, U.S.A.d): 1. Fourleague Bay, 2. Old Oyster Bayou, 3. Terrebonne, 4. Bayou Chitigue, 5. Lake Barre, 6. Violet, 7. Caernarvon, 8. West Point a la Hache, 9. Barataria Bay, 10. St. Bernard, 11. Breton Sound, 12. Delta National Wildlife Refuge, and 13. Cameron Parish. (E) Southeast Australiae): 1. Tweed River, 2. Evans Head, 3. Hunter River, 4. Parramatta River, 5. Sydney, 6. Minnamurra River, 7. Jervis Bay, and 8. Western Port Bay. and (F) Northeast Australiaf): 1. Cairns, 2. Missionary Bay and Hinchinbrook Channel, 3. Magnetic Island, and 4. Moreton Bay. References a)NY‐CT (Armentano and Woodwell 1975; Flessa et al. 1977; Harrison and Bloom 1977; Richard 1978; Clark and Patterson 1984; Nydick et al. 1995; Cochran et al. 1998; Orson et al. 1998; van De Plassche et al. 1998; Anisfeld et al. 1999, 2016; van de Plassche 2000; Donnelly et al. 2004; Kolker et al. 2009; Wigand et al. 2014; Hill and Anisfeld 2015; Kemp et al. 2015), b)SW‐FL (Scholl 1964; Spackman et al. 1966; Lynch et al. 1989; Parkinson et al. 1994; Cahoon and Lynch 1997; Whelan et al. 2009; McKee 2011; Smoak et al. 2013; Breithaupt et al. 2014, 2017; Yao et al. 2015), c)NW‐Med. (Ibanez et al. 1997; Day et al. 1998; Day et al. 2011, 1999; Hensel et al. 1999; Ciavola et al. 2002; Serandrei‐Barbero et al. 2006; Ibáñez et al. 2010), d)LA (DeLaune et al. 1981, 1983, 2003; Hatton et al. 1983; Baumann et al. 1984; DeLaune 1986; Cahoon and Turner 1989; Delaune et al. 1989; Nyman et al. 1990, 2006; Cahoon and Reed 1995; Cahoon et al. 1995; Milan et al. 1995; Rybczyk and Cahoon 2002; Delaune and Pezeshki 2003; Lane et al. 2006; Wilson and Allison 2008), e)S.Aust. (Bird 1986; Saintilan and Wilton 2001; Rogers et al. 2005, 2006, 2014; Howe et al. 2009), f)N.Aust. (Bird and Barson 1977; Belperio 1979; Spenceley 1982; Carter et al. 1993; Brunskill et al. 2002; Lovelock et al. 2011, 2014; Sanders et al. 2016).
Mean and standard deviation (SD)a of length of record (years) and sample number for elevation change and sediment accretion rates (SAR) for each timescale† by region.
|
Elevation |
Sub‐decadal |
Decadal |
Centennial |
Millenial | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Avg. | SD |
| Avg. | SD |
| Avg. | SD |
| Avg. | SD |
| Avg. | SD |
| |
| New York and Connecticut, U.S.A. | 8.3 | 1.4 | 12 | 7.6 | 2.5 | 17 | 43 | 13 | 38 | 237 | 208 | 96 | 1450 | 338 | 35 |
| Louisiana, U.S.A. | 3.6 | 1.9 | 17 | 1.2 | 1.1 | 216 | 27 | 7 | 309 | 100 | 0 | 18 | n/a | ||
| Southwest Florida, U.S.A. | 2.9 | 0.9 | 21 | 2.9 | 0.9 | 26 | 29 | 19 | 30 | 106 | 24 | 19 | 3131 | 1334 | 14 |
| Northwestern Mediterranean | 6.6 | 3.6 | 92 | 3.3 | 1.7 | 44 | 12 | 7 | 50 | 322 | 347 | 6 | 1991 | 264 | 4 |
| Northeast Australia | 3.6 | 1.3 | 52 | 3.0 | 0.0 | 12 | 26 | 22 | 5 | 100 | 0 | 10 | 7405 | 1168 | 8 |
| Southeast Australia | 3.8 | 2.1 | 90 | 3.1 | 0.3 | 91 | 27 | 22 | 15 | 108 | 11 | 2 | 1620 | 424 | 2 |
| Total | 4.8 | 2.9 | 229 | 2.8 | 1.9 | 406 | 25 | 13 | 447 | 193 | 187 | 151 | 2619 | 2107 | 63 |
Standard deviations of 0 indicate that multiple, identical values were entered (see “Methods” section for further description).
† No radiocarbon rates of marsh accretion were found for Louisiana.
Figure 3Average rates of elevation change (Elevation Δ) and sediment accretion (SAR) by timescale for each region. Different capital letters indicate significant difference (p < 0.05) within regions. Error bars represent 1 SE. References for these data are included in Fig. 2 and Supporting Information Table 1.
Figure 4Comparison of average rates of accretion and elevation change for sub‐decadal and decadal timescales for environmental categories within each region. Different lowercase letters (above columns) indicate significant difference (p < 0.05) between environmental categories (x‐axis) within regions for each timescale. Different capital letters (beneath columns) indicate significant difference (p < 0.05) between timescales (y‐axis) within environmental categories for each region. N/C indicates data that could not be categorized. Blank spaces indicate absence of data. Absence of upper or lowercase letters indicates that limited data precluded statistical comparison. Error bars represent 1 SE.
Figure 5Rate of soil vertical change (accretion and surface elevation) as a function of the temporal length of record for (a) Jarvis Marsh, CT, (b) Sherwood Marsh, CT, (c) Rookery Bay, FL (mangroves), and (d) Shark River, FL (mangroves). Rates represent the cumulative trend (MH and SET data) or the net rate of change (Table 1) for radiometric (RM) measurements. Trend statistics are provided in Table 4. See Methods for literature sources for each timescale/method.
Statistics describing variation in rates (mm yr−1; y variable) of surface elevation table (SET), marker horizon (MH), and radiometric (RM) data as a function of length of record (LOR) (years). Source references are provided in “Methods” section. Plots of these data are provided in Fig. 5.
| Jarvis Marsh, CT | Rookery Bay, FL | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| Method | Range | Equation |
|
| Method | Range | Equation |
|
|
| All Data | 0.7–21.9 |
| 0.80 | 0.000 | All Data | −0.2 to 2.9 |
| 0.50 | 0.000 |
| J1 SET | 8.1–11.5 |
| 0.69 | 0.011 | Fringe SET | 0.1–0.1 |
| 0.11 | 0.784 |
| J1 MH | 11.0–14.2 |
| 0.87 | 0.001 | Fringe MH | 0.7–0.7 |
| 0.86 | 0.246 |
| J2 SET | 7.5–8.0 |
| 0.25 | 0.315 | Basin SET | 0.4–0.4 |
| 1.00 | 0.031 |
| J2 MH | 6.7–7.4 |
| 0.77 | 0.021 | Basin MH | 0.4–0.6 |
| 0.72 | 0.355 |
| J3 SET | 10.6–13.4 |
| 0.60 | 0.041 | Windward SET | 0.4–0.5 | N/A: | ||
| J3 MH | 11.9–21.9 |
| 0.87 | 0.002 | Windward MH | 0.6–0.8 | N/A: | ||
| Jarvis RM | 4.3–8.9 |
| 0.26 | 0.243 | Sheltered SET | −0.2 to 0.0 | N/A: | ||
| Clinton RM | 0.7–2.2 |
| 0.54 | 0.000 | Sheltered MH | 0.4–0.5 | N/A: | ||
| All RM | 0.7–8.9 |
| 0.68 | 0.000 | All RM | 1.2–2.9 |
| 0.58 | 0.138 |
Figure 6Comparison of accretion rates derived from a single timescale (heat map) with potential scenarios of past surface elevation (lines A, B, C, and D). The heat map represents accretion rates calculated as the net change (depth/time) relative to the present‐day surface for all points within the grid. Lines A, B, C, and D represent four alternative scenarios of surface elevation change that have resulted in the same present‐day surface elevation. Differences between the scenario lines may represent spatial variability of different wetlands or of different locations within the same wetland. The failure of the heat‐map to mirror the scenario lines indicates the necessity of utilizing multiple timescales to understand past rates of change.