This dataset is considered complete for the information presented, as described in the abstract section. Users are advised to read the rest of the metadata record and Yates and others (2017a) carefully for additional details.
Source_Information:
Source_Citation:
Citation_Information:
Originator:
Kimberley K. Yates, David G. Zawada, Nathan A. Smiley, Ginger Tiling-Range, and Jessica P. Resnick
Publication_Date: 20170308
Title:
Seafloor elevation change in Maui, St. Croix, St. Thomas, and the Florida Keys
Geospatial_Data_Presentation_Form: Shapefile
Publication_Information:
Publication_Place: St. Petersburg, FL
Publisher: U.S. Geological Survey
Other_Citation_Details: 2017a
Online_Linkage: https://doi.org/10.5066/F7WQ01W0
Type_of_Source_Media: Elevation-change data
Source_Time_Period_of_Content:
Time_Period_Information:
Range_of_Dates/Times:
Beginning_Date: 19340101
Ending_Date: 20020809
Source_Currentness_Reference: ground condition
Source_Citation_Abbreviation: 1930's-2002 Upper Florida Keys elevation-change points
Source_Contribution:
The original elevation-change points containing the calculated elevation change from the 1930's to 2002 in the Upper Florida Keys.
Process_Step:
Process_Description:
Step 1: The original 1930’s-2002 Upper Florida Keys (UFK) elevation-change points (1930s_2002_UFK_SeafloorStability_Points shapefile) were processed and published by Yates and others (2017a). For more information on the elevation-change data processing steps, source elevation data, and elevation-change points, see Yates and others (2017a). Horizontal coordinates of the original 1930’s-2002 elevation-change points are referenced to the North American Horizontal Datum of 1983 (NAD83), National Readjustment of 1986 and vertical coordinates are referenced to the North American Vertical Datum of 1988 (NAVD88), GEOID03 geoid model. Using VDatum version 3.9, a publicly available software from the National Oceanic and Atmospheric Administration (NOAA) (
https://vdatum.noaa.gov/), the 1930s_2002_SeafloorStability_Points shapefile was transformed from the NAD83 to the NAD83 National Spatial Reference System of 2007 (NSRS2007) National Readjustment horizontal datum, and from GEOID03 to the GEOID12B geoid model.
Process_Step:
Process_Description:
Step 2: An elevation-change surface model was created in Esri ArcGIS Desktop Advanced version 10.6 (ArcMap) using the calculated elevation-change (Diff_m) points from the 1930s_2002_UFK_SeafloorStability_Points shapefile and methods of Yates and others (2017b). The TIN was created using the “Create TIN (3D Analyst)” tool by specifying the 1930s_2002_UFK_SeafloorStability_Points shapefile as the “Input Feature Class”, Diff_m as the “Height Field” and Mass_Points as the “Type”, creating the 1930s_2002_UFK_SeafloorStability_TIN file. The 1930s_2002_UFK_SeafloorStability_TIN file was delineated using the “Delineate TIN Data Area (3D Analyst)” tool by specifying the 1930s_2002_UFK_SeafloorStability_TIN file as the “Input TIN”, a “Maximum Edge Length” of 400 (Yates and others, 2017b) and the “Method” set to ALL. The delineated 1930s_2002_UFK_SeafloorStability_TIN was then clipped to the extent of the 1930’s and 2002 data using the “Edit TIN (3D Analyst)” tool with the following parameters: “Input TIN”: 1930s_2002_UFK_SeafloorStability_TIN file; “Input Features Class”: 1930’s-2002 geometric intersection footprint; “Height Field”: None; “Tag Field”: None; and “Type”: Hard clip. This step was required to remove unwanted triangles that spanned data gaps in the original data used to generate the 1930s_2002_UFK_SeafloorStability_Points shapefile. For information on how to generate a geometric intersection between the 1930’s and 2002 data, see Yates and others (2017b).
Process_Date: 2020
Process_Step:
Process_Description:
Step 3: The 1930s_2002_UFK_SeafloorStability_TIN file was classified into five stability categories using a defined stability threshold to identify areas of stability and instability. The stability threshold is the total root mean square error (RMSE) calculated for the 1930’s-2002 UFK elevation-change points using the vertical uncertainty of the 1930’s historical hydrographic surveys and 2002 DEMs. A total RMSE of 0.29 m was calculated and rounded down to create a stability threshold of 0.25 m that is consistent with corresponding datasets. See Yates and others (2017b) for methods on calculating the RMSE. Based on the specified stability threshold of 0.25 m, the following five stability categories were identified: Stable: 0.0 m to ±0.24 m or 0.0 m to ±0.49 m; Moderately stable: ±0.25 m to ±0.49 m; Moderately unstable: ±0.50 m to ±0.74 m; Mostly unstable: ±0.75 m to ±0.99 m; and Unstable: ±1.00 m to Max/Min elevation change. Category boundaries use the pattern of “lower bound < or = x < upper bound” to avoid inclusion of individual elevation-change values in multiple categories. The categories were assigned based on the absolute value of the elevation-change values. For example, values within ±0.24 m of change were classified as Stable.
Process_Date: 2020
Process_Step:
Process_Description:
Step 4: The 1930s_2002_UFK_SeafloorStability_TIN file was opened in ArcMap and the “Layer Properties” window was opened by double clicking the TIN in the “Table of Contents”. Within the “Symbology” tab, “Show: Elevation” was enabled, and “Classification Classes” was set to 10. To specify the bin values, “Classify” was selected within the “Classification” window, and the following “Break Values” were used to classify and bin the elevation-change values into ten classes: -0.994999 (class1); -0.744999 (class 2); -0.494999 (class 3); -0.244999 (class 4); 0 (class 5); 0.244999 (class 6); 0.494999 (class 7); 0.744999 (class 8); 0.994999 (class 9); and maximum positive elevation-change value (class 10). The “Break Values” were based on the 0.25 m stability threshold, with each class increasing in increments of 0.24 m up to ±1 m of change. Classes 4, 5 and 6 represent the stable elevation-change values with no change detected (Stable), classes 1 and 10 represent the unstable elevation-change values with change greater than ±1 m (Unstable), and the remaining classes represent the elevation-change values in between (Moderately stable through Mostly unstable).
Process_Date: 2020
Process_Step:
Process_Description:
Step 5: The color symbology of the classes listed in the “Table of Contents” were changed to represent each stability category. A color gradient of red, gray, and blue shades was applied to the binned TIN to distinguish the stability level of each elevation-change value and distinguish areas of erosion and accretion. Both positive and negative elevation-change values that fell within the Stable category were colored gray. However, red and blue shades were applied to elevation-change values that fell within categories Moderately stable through Unstable to distinguish areas of erosion and accretion. Blue shades were applied to elevation-change values with positive elevation change (accretion) and red shades were applied to elevation-change values with negative elevation change (erosion). Lighter shades indicate the smallest amount of change while darker shades indicate the largest amount of change.
Process_Date: 2020
Process_Step:
Process_Description:
Step 6: Additionally, the 1930’s-2002 UFK elevation-change points were classified into the five stability categories. The process was similar to the methods described in steps 3-5; however, the “Break Values” were defined differently because the method for binning points is different than delineating break points for a TIN in ArcMap. The 1930s_2002_UFK_SeafloorStability_Points shapefile was opened in ArcMap and the “Layer Properties” window was opened by double clicking the points in the “Table of Contents”. Within the “Symbology” tab, “Show: Quantities” was expanded, “Graduated Colors” was selected, “Value” was set to the attribute containing the elevation-change values (Diff_m) and “Classification Classes” was set to 10. The maximum sample size was reached. To change the sample size, “Classify” was selected within the “Classification” window, and the “Data Sampling” window was opened by selecting “Sampling”. Within the “Data Sampling” window, “Maximum Sample Size” was set to the total number of points, 25,982. The following “Break Values” were used to classify and bin the Diff_m values into ten classes: -0.995 (class 1); -0.745 (class 2); -0.495 (class 3); -0.245 (class 4); 0 (class 5); 0.244999 (class 6); 0.494999 (class 7); 0.744999 (class 8); 0.994999 (class 9); and max positive Diff_m value (class 10). The remaining steps to change the color symbology are the same as described in step 5.
Process_Date: 2020
Process_Step:
Process_Description:
Step 7: The above process steps were repeated four times using different stability categories to represent a total of five different resolutions of elevation-change stability maps. The same color scheme was used for each resolution map. The above stability categories and “Break Values” described in Steps 3-6 represent the highest resolution map, 5th order. The remaining four resolutions of maps (1st through 4th order) required different “Break Values” and stability category ranges. The specific parameters for each resolution map are described in steps 8 through 11.
Process_Date: 2020
Process_Step:
Process_Description:
Step 8: The 4th order resolution map was generated for the 1930s_2002_UFK_SeafloorStability_TIN file using the following eight “Break Values”: -0.744999, -0.494999, -0.244999, 0, 0.244999, 0.494999, 0.744999, and max positive elevation-change value. The following eight “Break Values” were used for the 1930s_2002_UFK_SeafloorStability_Points shapefile: -0.745, -0.495, -0.245, 0, 0.244999, 0.494999, 0.744999, and max Diff_m value. The four associated stability categories for both are as follows: Stable: 0.0 m to ±0.24 m, Moderately stable: ±0.25 m to ±0.49 m, Moderately unstable: ±0.50 m to ±0.74 m, Unstable: ±0.75 m to Max/Min elevation change. The 4th order resolution maps combine the Mostly unstable values into the Unstable category.
Process_Date: 2020
Process_Step:
Process_Description:
Step 9: The 3rd order resolution map was generated for the 1930s_2002_UFK_SeafloorStability_TIN file using the following six “Break Values”: -0.494999, -0.244999, 0, 0.244999, 0.494999, and max positive elevation-change value. The following six “Break Values” were used for the 1930s_2002_UFK_SeafloorStability_Points shapefile: -0.495, -0.245, 0, 0.244999, 0.494999, and max positive Diff_m value. The three associated stability categories for both are as follows: Stable: 0.0 m to ±0.24 m, Moderately stable: ±0.25 m to ±0.49 m, Unstable: ±0.50 m to Max/Min elevation change. The 3rd order resolution maps combine the Moderately unstable and Mostly unstable values into the Unstable category.
Process_Date: 2020
Process_Step:
Process_Description:
Step 10: The 2nd order resolution map was generated for the 1930s_2002_UFK_SeafloorStability_TIN file using the following three “Break Values”: -0.494999, 0.494999, and max positive elevation-change value. The following three “Break Values” were used for the 1930s_2002_UFK_SeafloorStability_Points shapefile: -0.495, 0.494999, and max positive Diff_m value. The two associated stability categories for both are as follows: Stable: 0.0 m to ±0.49 m and Unstable: ±0.50 m to Max/Min elevation change. The 2nd order resolution maps combine the Moderately stable values into the Stable category, and the Moderately unstable and Mostly unstable values into the Unstable category.
Process_Date: 2020
Process_Step:
Process_Description:
Step 11: The 1st order resolution map was generated using the same “Break Values” and stability category ranges as the 2nd order resolution map. However, both positive and negative values that fell within the Unstable category were colored dark red regardless of being negative or positive to depict only stable and unstable areas regardless of gain or loss in elevation.
Process_Date: 2020
Process_Step:
Process_Description:
Step 12: The USGS SPCMSC analyzed seafloor elevation change and stability throughout the Florida Reef Tract (FRT) at potential coral reef restoration locations provided by partnering stakeholders. Ten reef locations of interest throughout the FRT were identified by NOAA Florida Keys National Marine Sanctuary, two reefs of which (Carysfort reef and Horseshoe reef) fall within the bounds of the 1930’s-2002 UFK data extent. Additionally, seafloor stability data were requested from Mote Marine Laboratory for 50 authorized coral outplant sites (Special Activity License: SAL-18-1724-SCRP) and five potential coral outplant sites along the FRT. Four of the five potential outplant sites fell within the bounds of the 1930’s-2002 UFK data extent.
Process_Date: 2020
Process_Step:
Process_Description:
Step 13: Boundaries for the coral reefs of interest were downloaded as a Keyhole Markup Language Zipped file (KMZ) from the NOAA Florida Keys National Marine Sanctuary webpage (
https://floridakeys.noaa.gov/fknms_map/welcome.html; last accessed: 27 November 2019). Using ArcMap, the KMZ file was converted to a single merged polygon shapefile, creating the NOAA_CoralReef_LocationsOfInterest shapefile. The polygons encompassing the ‘Carysfort reef’ and ‘Horseshoe reef’ were included in this file. A point shapefile containing the four potential outplant sites (MotesPotential_OutplantSites shapefile) was created using the coordinate locations from Mote Marine Laboratory. Mote Marine Laboratory provided the USGS SPCMSC with the latitude, longitude, and site description of each outplant site. Horizontal coordinates are referenced to the UTM NAD83 (NSRS2007) National Readjustment and vertical coordinates are referenced to the NAVD88, GEOID12B geoid model.
Process_Step:
Process_Description:
Step 14: Elevation-change information was extracted from the 1930s_2002_UFK_SeafloorStability_TIN file at the location of the MotesPotential_OutplantSites shapefile using the “Add Surface Information (3D Analyst)” tool by specifying the MotesPotential_OutplantSites shapefile as the “Input Feature Class”, the 1930s_2002_UFK_SeafloorStability_TIN file as the “Input Surface”, Z as the “Output Property”, LINEAR as the “Method”, and “Sampling Distance” and “Z Factor” left blank. A single elevation-change value was extracted from the TIN at the location of each point that fell within the bounds of the 1930s_2002_UFK_SeafloorStability_TIN file.
Process_Date: 2020
Process_Step:
Process_Description:
Step 15: The average elevation change and standard deviation was calculated from the 1930s_2002_UFK_SeafloorStability_Points shapefile at the location of the ‘Carysfort reef’ and ‘Horseshoe reef’ polygons using the “Statistics” tool in ArcMap. When calculating average elevation change and standard deviation for locations defined by bounding box coordinates, the elevation-change points were used.
Process_Date: 2020
Process_Step:
Process_Description:
Step 16: Using Microsoft Excel 2016, all statistics were entered into a table and color coded based on the defined stability colors for each map resolution. Additionally, average elevation changes and standard deviations calculated by the USGS SPCMSC for each habitat found within the 1930’s-2002 elevation-change points data extent were included in the table. No-data values are indicated by -99. For information on how to calculate elevation-change statistics by habitat type, see Yates and others (2017b).
Process_Date: 2020
Process_Step:
Process_Description:
Step 17: Map packages (.mpk) containing a map document and the data it contains were created for each resolution map. Each map document contains the MotesPotential_OutplantSites shapefile, NOAA_CoralReef_LocationsOfInterest shapefile, habitat map, and the binned and color coded 1930s_2002_UFK_SeafloorStability_Points shapefile and 1930s_2002_UFK_SeafloorStability_TIN file. For users that have access to ArcMap, the map packages can be downloaded and opened to display the coral restoration locations, habitat types, and binned points and TIN for each resolution. The individual contents of the map packages are also provided in this data release, including layer files that store the symbology information for each resolution of the seafloor stability points and TIN. The layer files can be applied to the stability points or TIN in ArcMap within the “Symbology” tab of the “Layer Properties” window.
Process_Date: 2020
