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station with a signal equivalent to the upper reach of Taylor Slough (TSH) would produce MOI = 1.
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The MOI discriminates between ‘oceanic’ and ‘marsh’ water level variations based on the
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assumption that variations in the designated ocean signal represent ocean forcing, and likewise for the
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marsh signal. Implicitly, a storm surge elevating coastal water levels at the ocean station is characterized
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as an ocean influence, while a runoff event from storm rainfall at the marsh station is attributed as a
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marsh water level forcing. Here, we are interested in assessing long-term transformations in hydrologic
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responses, basing MOI low-pass signals on intra-annual and longer cycles. The MOI methodology is
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general such that inclusion of higher-frequency IMFs that resolve temporally-compact events should
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J. Mar. Sci. Eng. 2017, 5, 31 9 of 26
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be properly accounted for as originating from either the oceanic or marsh reference signals. The time
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period over which the ocean and marsh basis functions are fit to the intermediate station can also be
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varied to emphasize shorter-term events or longer-term processes.
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3. Results
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3.1. Inundation Maps for Mean Sea Level
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Figures 7 and 8 present mean sea level inundation maps for the southern Florida peninsula and
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Dry Tortugas. Blue shadings represent the extent of projected mean sea level inundation at the four
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time horizons of 2025, 2050, 2075 and 2100. Grey areas indicate elevations higher than the expected
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mean sea level at 2100. Note that the low and high projections do not share a common legend such that
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the shade of blue corresponding to a specific land elevation is not shared between the low and high
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projections; however, the time horizon at which mean sea level reaches an elevation does correspond
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to the same shade of blue in both projections. Digital versions of the inundation maps are available in
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the Supplementary Materials.
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2100
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2075
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2050
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2025
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ENP
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BNP
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2015
|
2100
|
2075
|
2050
|
2025
|
ENP
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BNP
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2015
|
High (99th Percentile)
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Low (50th Percentile)
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Elevation NAVD88
|
cm
|
-14.8 (2015)
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-8.1 (2025)
|
11.4 (2050)
|
35.8 (2075)
|
62.4 (2100)
|
>62.4
|
Bottom Types
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Bank Top Suite
|
Major Canals
|
Major Roads
|
Elevation NAVD88
|
cm
|
-14.8 (2015)
|
-4.9 (2025)
|
26.2 (2050)
|
76.6 (2075)
|
146.2 (2100)
|
>146.2
|
Bottom Types
|
Bank Top Suite
|
Major Canals
|
Major Roads
|
Figure 7. Mean sea level elevation maps for South Florida including Everglades and Biscayne National
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parks for the median (50th) and high (99th percentile) RCP 8.5 projections using current topography
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and the NAVD88 datum. Tides and storm surges are not included in this projection.
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J. Mar. Sci. Eng. 2017, 5, 31 10 of 26
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Loggerhead Key
|
Low (50th Percentile)
|
Elevation NAVD88
|
cm
|
-14.8 (2015)
|
-4.9 (2025)
|
26.2 (2050)
|
76.6 (2075)
|
146.2 (2100)
|
>146.2
|
Elevation NAVD88
|
cm
|
-14.8 (2015)
|
-8.1 (2025)
|
11.4 (2050)
|
35.8 (2075)
|
62.4 (2100)
|
>62.4
|
Garden, Bush and Long Keys
|
High (99th Percentile)
|
Loggerhead Key
|
High (99th Percentile)
|
Elevation NAVD88
|
cm
|
-14.8 (2015)
|
-4.9 (2025)
|
26.2 (2050)
|
76.6 (2075)
|
146.2 (2100)
|
>146.2
|
1:12,000 1:12,000 1:17,000
|
Elevation NAVD88
|
cm
|
-14.8 (2015)
|
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