Grain-size analysis data from sediment samples in support of oceanographic and water-quality measurements at Thompsons Beach and Stone Harbor, New Jersey, collected in September 2018 and March 2022

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Frequently anticipated questions:


What does this data set describe?

Title:
Grain-size analysis data from sediment samples in support of oceanographic and water-quality measurements at Thompsons Beach and Stone Harbor, New Jersey, collected in September 2018 and March 2022
Abstract:
In 2012, Hurricane Sandy struck the Northeastern US causing devastation among coastal ecosystems. Post-hurricane marsh restoration efforts have included sediment deposition, planting of vegetation, and restoring tidal hydrology. The work presented here is part of a larger project funded by the National Fish and Wildlife Foundation (NFWF) to monitor the post-restoration ecological resilience of coastal ecosystems in the wake of Hurricane Sandy. The U.S. Geological Survey Woods Hole Coastal and Marine Science Center made in-situ observations during 2018-2019 and 2022-2023 at two sites: Thompsons Beach, NJ and Stone Harbor, NJ. Marsh creek hydrodynamics and water quality including currents, waves, water levels, water temperature, salinity, pH, dissolved oxygen, turbidity, organic matter, chlorophyll-a, and suspended-sediment concentration and organic content were measured at both sites. Additionally, marsh accretion and erosion were evaluated and used to interpret sediment budgets. These ecological data will be coupled with topographic lidar and imagery to explain the processes responsible for coastline evolution, and to evaluate restoration techniques and assess whether storm vulnerability has decreased relative to unaltered environments.
Supplemental_Information:
  1. How might this data set be cited?
    De, Olivia A. Meo, Bales, Robert D., Suttles, Steve E., Marsjanik, Eric D., and Ganju, Neil K., 20240116, Grain-size analysis data from sediment samples in support of oceanographic and water-quality measurements at Thompsons Beach and Stone Harbor, New Jersey, collected in September 2018 and March 2022: data release DOI:10.5066/P9CS5U6N, U.S. Geological Survey, Reston, VA.

    Online Links:

    This is part of the following larger work.

    De, Olivia A. Meo, Bales, Robert D., Suttles, Steve E., Marsjanik, Eric D., and Ganju, Neil K., 2024, Supplementary data in support of oceanographic and water quality times-series measurements made at Thompsons Beach and Stone Harbor, NJ from September 2018 to February 2023: data release DOI:10.5066/P9CS5U6N, U.S. Geological Survey, Reston, VA.

    Online Links:

    Other_Citation_Details:
    Suggested citation: De Meo, O.A., Bales, R.D., Suttles, S.E., Marsjanik, E.D., and Ganju, N.K., 2024, Supplementary data in support of oceanographic and water quality times-series measurements made at Thompsons Beach and Stone Harbor, NJ from September 2018 to February 2023: U.S. Geological Survey data release, https://doi.org/10.5066/P9CS5U6N.
  2. What geographic area does the data set cover?
    West_Bounding_Coordinate: -74.98410
    East_Bounding_Coordinate: -74.78240
    North_Bounding_Coordinate: 39.19570
    South_Bounding_Coordinate: 39.03161
  3. What does it look like?
    https://www.sciencebase.gov/catalog/file/get/64920948d34ef77fcb004e06?name=StoneHarbor_NJ.JPG (JPEG)
    Stone Harbor, NJ site.
  4. Does the data set describe conditions during a particular time period?
    Beginning_Date: 18-Sep-2018
    Ending_Date: 22-Mar-2022
    Currentness_Reference:
    Ground condition.
  5. What is the general form of this data set?
    Geospatial_Data_Presentation_Form: vector and tabular digital data
  6. How does the data set represent geographic features?
    1. How are geographic features stored in the data set?
      This is a Point data set. It contains the following vector data types (SDTS terminology):
      • Point (8)
    2. What coordinate system is used to represent geographic features?
      Horizontal positions are specified in geographic coordinates, that is, latitude and longitude. Latitudes are given to the nearest 0.00001. Longitudes are given to the nearest 0.00001. Latitude and longitude values are specified in Decimal degrees. The horizontal datum used is North American Datum of 1983 (National Spatial Reference System 2011).
      The ellipsoid used is GRS_1980.
      The semi-major axis of the ellipsoid used is 6378137.000000.
      The flattening of the ellipsoid used is 1/298.257222.
      Vertical_Coordinate_System_Definition:
      Depth_System_Definition:
      Depth_Datum_Name: Local surface
      Depth_Resolution: 0.1
      Depth_Distance_Units: meters
      Depth_Encoding_Method: Explicit depth coordinate included with horizontal coordinates
  7. How does the data set describe geographic features?
    NFWF_GrainSize.csv
    Data spreadsheet containing grain-size analysis results analyzed using the HORIBA laser diffraction unit and sieving of the ≥ -2 phi fraction. These are the attributes for the CSV file. The shapefile has two additional software-generated attributes, FID and Shape, and some modified field names that are truncated and have underscores instead of spaces and hyphens. Please see the entity and attribute overview section for a description of the shapefile attributes. (Source: U.S. Geological Survey)
    ANALYSIS_ID
    An identifier for the sample which is unique to the database. This identifier begins with the assigned multi-letter code GS-, which corresponds to the type of analysis performed on the sample (grain-size analysis), followed by a six-digit number assigned sequentially as samples are registered for analysis. (Source: U.S. Geological Survey) Character string.
    SAMPLE_ID
    The identification value assigned to the sample at the time of collection. This varies from field activity to field activity and the ID can contain any combination of letters and numbers. (Source: U.S. Geological Survey) Character string.
    PROJECT
    Name of project or project number under which samples were taken or data generated; sometimes project name indicates a more specific area. (Source: U.S. Geological Survey) Character string.
    FAN
    The serial number assigned to the dataset field activity during which the sample was collected. This value is in the format YYYY-XXX-FA where YYYY is the year, XXX is the number assigned to the activity within the year, and FA indicates Field Activity. (Source: U.S. Geological Survey) Character string.
    SUBMITTER
    Name of Principal investigator or chief scientist responsible for data collection, or researcher submitting samples for analysis (usually first initial and last name). (Source: U.S. Geological Survey) Character string.
    AREA
    General geographic area of data collection. Name is general enough to easily locate area on a map. (Source: U.S. Geological Survey) Character string.
    LATITUDE
    Latitude coordinate, in decimal-degrees, of sample location. South latitude is recorded as negative values. (Source: U.S. Geological Survey)
    Range of values
    Minimum:39.03161
    Maximum:39.19570
    Units:Decimal degrees
    Resolution:0.00001
    LONGITUDE
    Longitude coordinate, in decimal degrees, of sample location. West longitude is recorded as negative values. (Source: U.S. Geological Survey)
    Range of values
    Minimum:-74.98410
    Maximum:-74.78240
    Units:Decimal degrees
    Resolution:0.00001
    DEPTH_m
    Measured depth of water overlying sediment at sample time, in meters. Depth value is not corrected for tides. Entries with no depth indicated are left blank. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.50
    Maximum:3.50
    Units:meters
    Resolution:0.01
    T_DEPTH
    Top depth of sample below the sediment-water interface, in centimeters. Entries with no depth indicated are left blank. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.0
    Maximum:0.0
    Units:centimeters
    Resolution:0.1
    B_DEPTH
    Bottom depth of sample below the sediment-water interface, in centimeters. Entries with no depth indicated are left blank. (Source: U.S. Geological Survey)
    Range of values
    Minimum:2.0
    Maximum:3.0
    Units:centimeters
    Resolution:0.1
    DEVICE
    Device used to collect the sample. (Source: U.S. Geological Survey)
    ValueDefinition
    Grab samplerSampling device consisting of a set of jaws and a deployment mechanism designed to collect sediments or loose substrate from the surface of the sea floor.
    Metal hand scoopSmall metal scoop to collect sediments or loose substrate from the surface of the sea floor in shallow water by hand.
    DATE COLLECTED
    Calendar date indicating when the sample was collected in the format DD-M-YYYY where DD is the day of the month, MMM is the month abbreviation, and YYYY is the year. (Source: U.S. Geological Survey) Character string.
    ANALYSIS COMPLETION DATE
    Calendar date indicating when sample analysis was completed in the format DD-M-YYYY where DD is the day of the month, MMM is the month abbreviation, and YYYY is the year. (Source: U.S. Geological Survey) Character string.
    WEIGHT WET SAMPLE
    Weight of wet sample in grams. (Source: U.S. Geological Survey)
    Range of values
    Minimum:3.0766
    Maximum:53.8827
    Units:grams
    Resolution:0.0001
    GRAVEL
    Gravel content in percent dry weight of the sample (particles with nominal diameters greater than 2 mm; -1 phi and larger). (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.0000
    Maximum:49.6841
    Units:weight percent
    Resolution:0.0001
    SAND
    Sand content in percent dry weight of the sample (particles with nominal diameters less than 2 mm, but greater than or equal to 0.0625 mm; 0 phi through 4 phi) (Source: U.S. Geological Survey)
    Range of values
    Minimum:5.2275
    Maximum:96.1770
    Units:weight percent
    Resolution:0.0001
    SILT
    Silt content in percent dry weight of the sample (particles with nominal diameters less than 0.0625 mm, but greater than or equal to 0.004 mm; 5 phi through 8 phi). (Source: U.S. Geological Survey)
    Range of values
    Minimum:3.8245
    Maximum:70.9785
    Units:weight percent
    Resolution:0.0001
    CLAY
    Clay content in percent dry weight of the sample (particles with nominal diameters less than 0.004 mm; 9 phi and smaller). (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.0000
    Maximum:25.5510
    Units:weight percent
    Resolution:0.0001
    CLASSIFICATION
    Sediment description based on a rigorous definition (Shepard [1954] as modified by Schlee and Webster [1967], Schlee [1973], and Poppe and others [2014]). These values represent the classifications that are present in this dataset, not all possible sediment classifications. (Source: Shepard, F.P., 1954, Nomenclature based on sand-silt-clay ratios: Journal of Sedimentary Petrology, v. 24, p. 151-158. Schlee, J.S., and Webster, Jacqueline, 1967, A computer program for grain-size data: Sedimentology, v. 8, p. 45-54. Schlee, J.S., 1973, Atlantic continental shelf and slope of the United States—Sediment texture of the northeastern part: U.S. Geological Survey Professional Paper 529–L, 64 p. Poppe, L.J., McMullen, K.Y., Williams, S.J., and Paskevich, V.F., eds., 2014, USGS east-coast sediment analysis: Procedures, database, and GIS data (ver. 3.0, November 2014): U.S. Geological Survey Open-File Report 2005-1001.)
    ValueDefinition
    clayey siltSediment whose main phase is silt, but with significant clay.
    gravelly sedimentSediment whose main phase is greater than 2 mm, but with significant other sediment. Gravel greater than 10 percent.
    sandSediment whose main phase is less than 2 mm, but greater than or equal to 0.062 mm.
    MEAN_PHI
    Mean value of the grain-size distribution in phi units. (Source: U.S. Geological Survey)
    Range of values
    Minimum:-0.70
    Maximum:7.47
    Units:phi
    Resolution:0.01
    STDEV_PHI
    Standard deviation of the grain-size distribution in phi units. (Source: U.S. Geological Survey)
    Range of values
    Minimum:1.09
    Maximum:3.61
    Units:phi
    Resolution:0.01
    SKEWNESS_PHI
    Skewness (unitless deviation from symmetrical form) of the grain-size distribution calculated from phi units. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.54
    Maximum:2.85
    Units:1
    Resolution:0.01
    KURTOSIS_PHI
    Kurtosis (unitless degree of curvature near the mode) of the grain-size distribution calculated from phi units. (Source: U.S. Geological Survey)
    Range of values
    Minimum:2.14
    Maximum:12.96
    Units:1
    Resolution:0.01
    D90_PHI
    Diameter at which 90% of the sample mass is comprised of sediment particles with a diameter less than this value. (Source: U.S. Geological Survey)
    Range of values
    Minimum:-4.66
    Maximum:5.06
    Units:phi
    Resolution:0.01
    D75_PHI
    Diameter at which 75% of the sample mass is comprised of sediment particles with a diameter less than this value. (Source: U.S. Geological Survey)
    Range of values
    Minimum:-4.16
    Maximum:6.08
    Units:phi
    Resolution:0.01
    D50_PHI
    Diameter at which 50% of the sample mass is comprised of sediment particles with a diameter less than this value and 50% is larger; middle point in the grain-size distribution in phi units. (Source: U.S. Geological Survey)
    Range of values
    Minimum:-0.80
    Maximum:6.87
    Units:phi
    Resolution:0.01
    D25_PHI
    Diameter at which 25% of the sample mass is comprised of sediment particles with a diameter less than this value. (Source: U.S. Geological Survey)
    Range of values
    Minimum:1.68
    Maximum:8.09
    Units:phi
    Resolution:0.01
    D10_PHI
    Diameter at which 10% of the sample mass is comprised of sediment particles with a diameter less than this value. (Source: U.S. Geological Survey)
    Range of values
    Minimum:2.77
    Maximum:11.90
    Units:phi
    Resolution:0.01
    MEAN_μm
    Mean value of the grain-size distribution in microns. (Source: U.S. Geological Survey)
    Range of values
    Minimum:19.44
    Maximum:8683.76
    Units:microns
    Resolution:0.01
    STDEV_μm
    Standard deviation of the grain-size distribution in microns. (Source: U.S. Geological Survey)
    Range of values
    Minimum:38.73
    Maximum:9713.40
    Units:microns
    Resolution:0.01
    SKEWNESS_μm
    Skewness (unitless deviation from symmetrical form) of the grain-size distribution calculated from microns. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.44
    Maximum:4.78
    Units:1
    Resolution:0.01
    KURTOSIS_μm
    Kurtosis (unitless degree of curvature near the mode) of the grain-size distribution calculated from microns. (Source: U.S. Geological Survey)
    Range of values
    Minimum:1.35
    Maximum:28.09
    Units:1
    Resolution:0.01
    D10_μm
    Diameter at which 10% of the sample mass is comprised of sediment particles with a diameter less than this value. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.27
    Maximum:196.12
    Units:microns
    Resolution:0.01
    D25_μm
    Diameter at which 25% of the sample mass is comprised of sediment particles with a diameter less than this value. (Source: U.S. Geological Survey)
    Range of values
    Minimum:4.32
    Maximum:337.18
    Units:microns
    Resolution:0.01
    D50_μm
    Diameter at which 50% of the sample mass is comprised of sediment particles with a diameter less than this value and 50% is larger; middle point in the grain-size distribution in microns. (Source: U.S. Geological Survey)
    Range of values
    Minimum:9.66
    Maximum:1360.13
    Units:microns
    Resolution:0.01
    D75_μm
    Diameter at which 75% of the sample mass is comprised of sediment particles with a diameter less than this value. (Source: U.S. Geological Survey)
    Range of values
    Minimum:16.39
    Maximum:18559.05
    Units:microns
    Resolution:0.01
    D90_μm
    Diameter at which 90% of the sample mass is comprised of sediment particles with a diameter less than this value. (Source: U.S. Geological Survey)
    Range of values
    Minimum:31.79
    Maximum:26623.62
    Units:microns
    Resolution:0.01
    PHI_16
    16 phi: weight percent of the sample in the 16 phi fraction and smaller (nominal diameter of particles greater than or equal to 0.000015625 mm, less than 0.00003125 mm); colloid. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:0.000
    Units:weight percent
    Resolution:0.001
    PHI_15
    15 phi: weight percent of the sample in the 15 phi fraction (nominal diameter of particles greater than or equal to 0.00003125 mm, but less than 0.0000625 mm); colloid. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:0.000
    Units:weight percent
    Resolution:0.001
    PHI_14
    14 phi: weight percent of the sample in the 14 phi fraction (nominal diameter of particles greater than or equal to 0.0000625 mm, but less than 0.000125 mm); colloid. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:0.451
    Units:weight percent
    Resolution:0.001
    PHI_13
    13 phi: weight percent of the sample in the 13 phi fraction (nominal diameter of particles greater than or equal to 0.000125 mm, but less than 0.00025 mm); fine clay. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:8.496
    Units:weight percent
    Resolution:0.001
    PHI_12
    12 phi: weight percent of the sample in the 12 phi fraction (nominal diameter of particles greater than or equal to 0.00025 mm, but less than 0.0005 mm); fine clay. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:11.170
    Units:weight percent
    Resolution:0.001
    PHI_11
    11 phi: weight percent of the sample in the 11 phi fraction (nominal diameter of particles greater than or equal to 0.0005 mm, but less than 0.001 mm); fine clay. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:0.666
    Units:weight percent
    Resolution:0.001
    PHI_10
    10 phi: weight percent of the sample in the 10 phi fraction (nominal diameter of particles greater than or equal to 0.001 mm, but less than 0.002 mm); medium clay. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:0.403
    Units:weight percent
    Resolution:0.001
    PHI_9
    9 phi: weight percent of the sample in the 9 phi fraction (nominal diameter of particles greater than or equal to 0.002 mm, but less than 0.004 mm); coarse clay. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:6.829
    Units:weight percent
    Resolution:0.001
    PHI_8
    8 phi: weight percent of the sample in the 8 phi fraction (nominal diameter of particles greater than or equal to 0.004 mm, but less than 0.008 mm); very fine silt. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.574
    Maximum:20.983
    Units:weight percent
    Resolution:0.001
    PHI_7
    7 phi: weight percent of the sample in the 7 phi fraction (nominal diameter of particles greater than or equal to 0.008 mm, but less than 0.016 mm); fine silt. (Source: U.S. Geological Survey)
    Range of values
    Minimum:2.001
    Maximum:31.757
    Units:weight percent
    Resolution:0.001
    PHI_6
    6 phi: weight percent of the sample in the 6 phi fraction (nominal diameter of particles greater than or equal to 0.016 mm, but less than 0.031 mm); medium silt. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.856
    Maximum:14.298
    Units:weight percent
    Resolution:0.001
    PHI_5
    5 phi: weight percent of the sample in the 5 phi fraction (nominal diameter of particles greater than or equal to 0.031 mm, but less than 0.0625 mm); coarse silt. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.104
    Maximum:3.941
    Units:weight percent
    Resolution:0.001
    PHI_4
    4 phi: weight percent of the sample in the 4 phi fraction (nominal diameters of particles greater than or equal to 0.0625 mm, but less than 0.125 mm); very fine sand. (Source: U.S. Geological Survey)
    Range of values
    Minimum:1.183
    Maximum:2.901
    Units:weight percent
    Resolution:0.001
    PHI_3
    3 phi: weight percent of the sample in the 3 phi fraction (nominal diameter of particles greater than or equal to 0.125 mm, but less than 0.25 mm); fine sand. (Source: U.S. Geological Survey)
    Range of values
    Minimum:2.240
    Maximum:33.746
    Units:weight percent
    Resolution:0.001
    PHI_2
    2 phi: weight percent of the sample in the 2 phi fraction (nominal diameter of particles greater than or equal to 0.25 mm, but less than 0.5 mm); medium sand. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.468
    Maximum:62.903
    Units:weight percent
    Resolution:0.001
    PHI_1
    1 phi: weight percent of the sample in the 1 phi fraction (nominal diameter of particles greater than or equal to 0.5 mm, but less than 1 mm); coarse sand. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:15.300
    Units:weight percent
    Resolution:0.001
    PHI_0
    0 phi: weight percent of the sample in the 0 phi fraction (nominal diameters of particles greater than or equal to 1 mm, but less than 2 mm); very coarse sand. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:1.618
    Units:weight percent
    Resolution:0.001
    PHI_-1
    -1 phi: weight percent of the sample in the -1 phi fraction (nominal diameter of particles greater than or equal to 2 mm, but less than 4 mm); very fine pebbles (granules). (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:0.000
    Units:weight percent
    Resolution:0.001
    PHI_-2
    -2 phi: weight percent of the sample in the -2 phi fraction (nominal diameter of particles greater than or equal to 4 mm, but less than 8 mm); fine pebbles. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:11.552
    Units:weight percent
    Resolution:0.001
    PHI_-3
    -3 phi: weight percent of the sample in the -3 phi fraction (nominal diameter of particles greater than or equal to 8 mm, but less than 16 mm); medium pebbles. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:33.604
    Units:weight percent
    Resolution:0.001
    PHI_-4
    -4 phi: weight percent of the sample in the -4 phi fraction (nominal diameter of particles greater than or equal to 16 mm, but less than 32 mm); coarse pebbles. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:29.760
    Units:weight percent
    Resolution:0.001
    PHI_-5
    -5 phi: weight percent of the sample in the -5 phi fraction (nominal diameter of particles greater than or equal to 32 mm, but less than 64 mm); very coarse pebbles. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:0.000
    Units:weight percent
    Resolution:0.001
    PHI_-6
    -6 phi: weight percent of the sample in the -6 phi fraction and larger (nominal diameter of particles greater than or equal to 64 mm, but less than 128 mm); cobbles. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.000
    Maximum:0.000
    Units:weight percent
    Resolution:0.001
    ANALYST
    Name (usually first, middle, and last initials) of person who performed the grain-size or physical properties analysis. BJB is Brian J Buczkowski; JDC is Jason D Chaytor; SJW is Sarah J Widlansky; SAG is Simone A Gibson. Multiple sets of initials may be indicated if more than one person worked on the analysis. (Source: U.S. Geological Survey) Character string.
    QUALITY GRADE
    Samples are assigned a quality grade based on the examination of the analytical data. Data quality grades may be determined by several factors, such as consistency with samples collected from a geospatially adjacent location and consistency between replicate runs, and any comments or notes that indicate the data for a particular sample may be suspect are included in the results table for that sample under "comments". When considering replicate run values, if there is over a 10% difference between relative fraction percentages in this sample and the replicate, a quality grade of B will be assigned, over 15% would be assigned a C, and over 20% would be assigned a D. Quality grades for sample data that do not have any additional comments are assigned based on the calculated percent difference between the weights of the coarse fraction remaining after wet sieving and the sum of all of the weighed fractions after dry sieving the coarse fraction, indicating an estimated differing amount of material which could skew the calculated grain size results: A = percent differences between 0% and ±1.5%, B = percent differences between ±1.5% and ±3%, C = percent differences between ±3% and ±4.5%, and D = percent differences greater than ±4.5%. The quality grade is followed by a hyphen and the initials of the person who assigned the grade: BJB is Brian J Buczkowski; JDC is Jason D Chaytor; SJW is Sarah J Widlansky. (Source: U.S. Geological Survey)
    ValueDefinition
    Apercent differences between 0% and ±1.5%, there is less than 10% difference in relative fraction percentages between this sample and the replicate, or the results are consistent with expected values.
    Bpercent differences between ±1.5% and ±3%, there is greater than 10% and less than 15% difference in relative fraction percentages between this sample and the replicate, or the results are generally consistent with expected values.
    Cpercent differences between ±3% and ±4.5%, there is greater than 15% and less than 20% difference in relative fraction percentages between this sample and the replicate, or the results are somewhat consistent with expected values.
    Dpercent differences greater than ±4.5%, there is greater than 20% difference in relative fraction percentages between this sample and the replicate, or the results are inconsistent with expected values.
    QA/QC COMMENTS
    Relevant comments on analytical observations or anomalies that may affect the quality of the data. Entries with no comments are left blank. (Source: U.S. Geological Survey) Character string.
    Entity_and_Attribute_Overview:
    These data are available in a .csv format and an Esri shapefile. The first line of the .csv file is a header line and those labels are the same as defined in the attribute section. The shapefile has the same fields as the .csv file and two additional attributes, FID (an internal feature number) and Shape (feature geometry). Please note that some of the field names in the shapefile were modified to include underscores instead of spaces and hyphens and truncated to 10 characters since a shapefile has restrictions on field name characters and length (e.g., the "DATE_COLLE" attribute in the shapefile is the same as the "DATE COLLECTED" attribute in the .csv file. Additionally, where negative phi values appear in the field name in the shapefile, they have been replaced with an M for minus, since the shapefile cannot accommodate negative values in the field names (e.g. PHI_-1 is written as PHI_M1).
    Entity_and_Attribute_Detail_Citation:
    USGS Field Activities 2018-048-FA, 2018-056-FA, 2018-059-FA, 2019-006-FA, 2019-016-FA, 2019-023-FA, 2019-028-FA, 2019-036-FA, 2022-013-FA, 2023-015-FA, and 2023-016-FA.

Who produced the data set?

  1. Who are the originators of the data set? (may include formal authors, digital compilers, and editors)
    • Olivia A. De Meo
    • Robert D. Bales
    • Steve E. Suttles
    • Eric D. Marsjanik
    • Neil K. Ganju
  2. Who also contributed to the data set?
  3. To whom should users address questions about the data?
    Olivia A. De Meo
    U.S. Geological Survey
    Technical Information Specialist
    384 Woods Hole Road
    Woods Hole, MA
    US

    508-548-8700 x2356 (voice)
    508-457-2310 (FAX)
    odemeo@usgs.gov

Why was the data set created?

Sediment samples were collected at Stone Harbor, NJ and Thompsons Beach, NJ on September 18-19, 2018 and March 22, 2022, and analyzed for grain size. These data characterize the sediment at each site and supplement water-quality time-series measurements.

How was the data set created?

  1. From what previous works were the data drawn?
  2. How were the data generated, processed, and modified?
    Date: 19-Sep-2018 (process 1 of 5)
    Two sediment samples were collected at Stone Harbor, NJ on September 18, 2018 and Thompsons Beach, NJ on September 19, 2018 using a small grab sampler. Person who carried out this activity:
    Steve Suttles
    U.S. Geological Survey
    Mechanical Engineer
    384 Woods Hole Road
    Woods Hole, MA

    (508) 548-8700 x2228 (voice)
    ssuttles@usgs.gov
    Date: 22-Mar-2022 (process 2 of 5)
    Two sediment samples were collected on March 22, 2022; one at Stone Harbor, NJ using a small metal scoop while on foot, and one at Thompsons Beach, NJ using a small (ponar type) grab sampler from a boat. Person who carried out this activity:
    Robert Bales
    U.S. Geological Survey
    Oceanographer
    384 Woods Hole Road
    Woods Hole, MA

    (508) 548-8700 x2326 (voice)
    rbales@usgs.gov
    Date: 11-May-2022 (process 3 of 5)
    The samples were analyzed in the Sediment Laboratory at the USGS Woods Hole Coastal and Marine Science Center using the HORIBA LA-960 laser diffraction unit and sieving of the ≥ -2 phi fraction. Samples submitted to the Sediment Laboratory for grain-size analysis were assigned unique analysis identifiers (ANALYSIS_ID) and divided into batches of no more than 30 samples. Each batch is entered into a Microsoft Excel data entry spreadsheet (LD Worksheet Template_SS02.xlsx and LD Worksheet Template_RB01.xlsx, where SS02 and RB01 are the identifiers assigned to the sample submission) to record the initial and dried sample weights, as well as the sieved coarse fraction weights. Each batch was also entered into macro-enabled Microsoft Excel data entry spreadsheets (GrainSizeWorksheet_LD1-30_SS02(batch_1).xlsm or GrainSizeWorksheet_LD31-60_SS02(batch_1).xlsm, and GrainSizeWorksheet_LD1-30_RB01(batch_1).xlsm or GrainSizeWorksheet_LD31-60_RB01(batch_1).xlsm, where "LD1-30” and “LD31-60” refer to the pre-labeled and weighed glass laser diffraction vials in which the samples will be run, and “batch_1” refers to the sample batch) to record the measurement data coming from the laser diffraction unit and incorporate the initial, dried, and sieved weights. The sample submission identifier for these samples is "SS02" or "RB01".
    About 10-15 grams of wet sediment were placed in a pre-weighed beaker and the gross weight was recorded. The sample was wet sieved through a 4 mm (No. 5) sieve. If there was any coarse fraction remaining in the sieve, the coarse material was oven dried at 100°C in a pre-weighed beaker and weighed again when dry. This coarse fraction was dry sieved to determine the individual weights of the -2 to -5 phi fractions, and the weights were recorded in the data entry spreadsheet LD Worksheet Template_SS02.xlsx and LD Worksheet Template_RB01.xlsx. The fine fraction in water was collected in a pre-labeled and weighed glass laser diffraction vial. If there was any coarse fraction remaining in the sieve from wet sieving, this vial was also oven dried at 100°C and weighed when dry. If there was no coarse fraction remaining from wet sieving, the sample proceeded directly to processing for analyses by the HORIBA LA-960 laser diffraction unit.
    Fine fractions ready for analysis by the HORIBA laser diffraction unit were rehydrated with distilled water if they had been dry. Fifteen (15) ml of pre-mixed 40 g/l sodium hexametaphosphate [(NaPO3)6] was added to each sample. If the height of the fluid in the laser diffraction vial was less than 5 cm, more distilled water was added to raise the level to no more than 8 cm in the vial. The samples were gently stirred, covered, and allowed to soak for at least 1 hour (for samples that were not dried) or up to 24 hours (for samples that were dried). Soaked vials were placed into an ultrasonic bath and run for 10 minutes at a frequency of 37 Hz with a power level of 100. If the samples appeared to be fully disaggregated, they were placed into pre-determined autosampler locations and were run using the HORIBA LA-960 for Windows software to get the fine fraction grain-size distributions. The fine fraction distribution data was added to the appropriate data entry spreadsheets (GrainSizeWorksheet_LD1-30_SS02(batch_1).xlsm, GrainSizeWorksheet_LD31-60_SS02(batch_1).xlsm, GrainSizeWorksheet_LD1-30_RB01(batch_1).xlsm, or GrainSizeWorksheet_LD31-60_RB01(batch_1).xlsm). The spreadsheet was used to calculate a continuous phi class distribution from the original fractions. All samples were run in duplicate. This step and the following step were completed by Brian Buczkowski. Person who carried out this activity:
    Brian Buczkowski
    U.S. Geological Survey
    Physical Scientist, Sediment Laboratory Manager
    384 Woods Hole Road
    Woods Hole, MA

    (508) 548-8700 x2310 (voice)
    bbuczkowski@usgs.gov
    Date: 30-Sep-2023 (process 4 of 5)
    A continuous phi class distribution from the original fractions was transposed to the "results" tab in the macro-enabled Microsoft Excel data entry workbook (GrainSizeWorksheet_LD1-30_SS02(batch_1).xlsm, GrainSizeWorksheet_LD31-60_SS02(batch_1).xlsm, GrainSizeWorksheet_LD1-30_RB01(batch_1).xlsm, or GrainSizeWorksheet_LD31-60_RB01(batch_1).xlsm where SS02 and RB01 are the identifiers assigned to the sample submission, “LD1-30” and “LD31-60” refer to the pre-labeled and weighed glass laser diffraction vials in which the samples were run, and “batch_1” refers to the sample batch). Macros in the workbook (“GS_MoM_Arithmatic,” "GS_statistics," and "sedimentname") were run to calculate grain-size classification and statistical analyses and finish processing the data. Sample, navigation, and field identifiers, along with continuous phi class distribution data, grain-size classification, and statistical analysis results were copied and pasted into the final Microsoft Excel spreadsheet (SS02_GS-LD_results.xlsx and RB01_GS-LD_results.xlsx). The processed data were quality control checked and assigned a quality grade based on the examination of the analytical data. Processed data were released to the submitter and incorporated into the laboratory's database. All raw analytical data generated by the samples were archived in the Sediment Laboratory. Initial processing 20220511. These data were reprocessed using Microsoft Excel data processing workbook (version 2.1) after an issue was identified in the original Microsoft Excel data processing workbook (version 1.0) used to calculate grain size statistics and phi class distributions from raw data obtained from the Sediment Laboratory's Horiba LA-960 laser diffraction unit.
    Date: 02-Oct-2023 (process 5 of 5)
    The results from the Microsoft Excel spreadsheet were compiled into NFWF_GrainSize_Compiled_v2.xlsx and imported into MATLAB R2023A where the column headings were given unique names, and the significant figures were adjusted appropriately. The final data were then exported to a CSV file. A second CSV file was made to create a shapefile where negative phi values appearing in the field names were replaced with an 'M' for minus, since the shapefile cannot accommodate negative values in the field names (e.g. PHI_-1 is written as PHI_M1). This CSV file was imported into ArcGIS Pro 3.1.0 and a shapefile (.shp) and associated files were saved. Person who carried out this activity:
    Olivia De Meo
    U.S. Geological Survey
    Technical Information Specialist
    384 Woods Hole Road
    Woods Hole, MA

    (508) 548-8700 x2356 (voice)
    odemeo@usgs.gov
  3. What similar or related data should the user be aware of?
    Bales, Robert D., Suttles, Steven E., De, Olivia A. Meo, Ganju, Neil K., and Marsjanik, Eric D., 2024, Time-series measurements of oceanographic and water quality data collected at Thompsons Beach and Stone Harbor, New Jersey, USA, September 2018 to September 2019 and March 2022 to May 2023: data release DOI:10.5066/P9Z0Z8DM, U.S. Geological Survey, Reston, VA.

    Online Links:


How reliable are the data; what problems remain in the data set?

  1. How well have the observations been checked?
    Laboratory analyses were conducted at USGS Woods Hole Coastal and Marine Science Center Sediment Laboratory using a HORIBA LA-960 laser diffraction size analyzer with manufacturer guaranteed accuracy of +/- 0.6%. The performance of every HORIBA LA-960 laser diffraction unit is verified with National Institute of Standards and Technology (NIST) traceable mono- and polydisperse size standards. Due to rounding, the sum of the aggregate class percentages (e.g., GRAVEL, SAND, etc.) and the sum of the phi fraction percentages (e.g., PHI_16, PHI_15, etc.) may not always add up to exactly 100.000%.
  2. How accurate are the geographic locations?
    Horizontal position was determined using a Garmin GPSMAP 78sc handheld GPS. The expected absolute, horizontal accuracy is stated to be 3 to 5 m at the 95% confidence level using the WAAS setting. Additional sources of error in the position for the sample locations are caused by the offset from the GPS and the exact location of the grab sampler at the time the sample was taken, which could be as large as 2 m; therefore, overall expected accuracy of the reported horizontal position for these sample locations is on the order of 7 m or better. The Garmin GPS collects data in the WGS84 datum; however it is reported in the NAD83 datum as the difference in the values of the latitude and longitude is within the error of the sensor.
  3. How accurate are the heights or depths?
    Total water column depth values at each sample site were determined using a handheld portable depth sounder (Speedtech Depthmate SM-5 Portable Sounder). Expected accuracy of depth measurements is +/- 1%.
  4. Where are the gaps in the data? What is missing?
    This dataset represents all the samples that were collected.
  5. How consistent are the relationships among the observations, including topology?
    Sediment samples were collected using a small grab sampler or a metal hand scoop. Samples were stored in a refrigerated and dark location until analyzed in the laboratory on the HORIBA LA-960 laser diffraction size analyzer as described in the process steps below.

How can someone get a copy of the data set?

Are there legal restrictions on access or use of the data?
Access_Constraints None. Please see "Distribution Information" for details.
Use_Constraints Public domain data from the U.S. Government are freely redistributable with proper metadata and source attribution. Please recognize the U.S. Geological Survey (USGS) as the source of this information.
  1. Who distributes the data set? (Distributor 1 of 1)
    U.S. Geological Survey - ScienceBase
    Denver Federal Center, Building 810, Mail Stop 302
    Denver, CO
    United States

    1-888-275-8747 (voice)
    sciencebase@usgs.gov
  2. What's the catalog number I need to order this data set? This dataset contains grain-size analysis of sediment samples collected at Stone Harbor, NJ and Thompsons Beach, NJ in September 2018 and March 2022 (NFWF_GrainSize.csv and NFWF_GrainSize.shp).
  3. What legal disclaimers am I supposed to read?
    Unless otherwise stated, all data, metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected. Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U.S. Geological Survey (USGS), no warranty expressed or implied is made regarding the display or utility of the data on any other system or for general or scientific purposes, nor shall the act of distribution constitute any such warranty.
  4. How can I download or order the data?

Who wrote the metadata?

Dates:
Last modified: 16-Jan-2024
Metadata author:
Olivia A. De Meo
U.S. Geological Survey
Technical Information Specialist
384 Woods Hole Road
Woods Hole, MA
US

508-548-8700 x2356 (voice)
508-457-2310 (FAX)
whsc_data_contact@usgs.gov
Contact_Instructions:
The metadata contact email address is a generic address in the event the person is no longer with USGS.
Metadata standard:
FGDC Content Standard for Digital Geospatial Metadata (FGDC-STD-001-1998)

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