Topographic survey transect data along the Carmel River, central California, 2013 to 2021 (ver. 2.0, March 2022)

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Frequently anticipated questions:


What does this data set describe?

Title:
Topographic survey transect data along the Carmel River, central California, 2013 to 2021 (ver. 2.0, March 2022)
Abstract:
Topographic surveys were completed during eight summer surveys (in 2013, 2014, 2015, 2016, 2017, 2019, 2020 and 2021) at 10 sites along the Carmel River, CA: Berwick (BW), Control Reach (CR), Crossroads (CRO), DeDampierre Lower (DDL), DeDampierre Upper (DDU), Dam Reach (DM), Reservoir Reach (RS), San Carlos (SC), Sleepy Hollow (SH), and Schulte Road (SR)). Topographic measurements were made at multiple locations along four to six cross-section transects per site using a total station (at sites CR, RS, DM and SH) and with an auto level and survey rod (at sites DDU, DDL, BW, SR, SC and CRO). This dataset contains the cross-sectional elevation measurements for each transect and survey year. The elevation measurement locations along each transect were located by measuring distances between corresponding endpoint coordinates, starting from river left (see accompanying file within this data release for topographic survey transect endpoint coordinates). For the transects measured with a total station (CR, RS, DM and SH), horizontal coordinates, elevation and distance from the left bank end point are provided. For the transects measured with an auto level (DDU, DDL, BW, SR, SC and CRO), only elevation and distance from left bank end point are provided (horizontal coordinates are defined as NULL for these transects). Vertical coordinates are referenced to the NAVD88 vertical datum, in units of meters. Horizontal coordinates are referenced to the NAD83(2011) reference frame, projected in Universal Transverse Mercator (UTM) coordinates (zone 10N). These data supersede grain-size data originally published in 2017 at https://doi.org/10.5066/F74M93HF.
Supplemental_Information:
Additional information about the field activities from which these data were derived is available online at:
https://cmgds.marine.usgs.gov/fan_info.php?fan=L2513CA https://cmgds.marine.usgs.gov/fan_info.php?fan=2014-643-FA https://cmgds.marine.usgs.gov/fan_info.php?fan=2015-638-FA https://cmgds.marine.usgs.gov/fan_info.php?fan=2016-638-FA https://cmgds.marine.usgs.gov/fan_info.php?fan=2017-635-FA https://cmgds.marine.usgs.gov/fan_info.php?fan=2019-631-FA
Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government.
  1. How might this data set be cited?
    East, Amy, Harrison, Lee R., Smith, Douglas P., Bond, Rosealea, Logan, Joshua, Nicol, Colin, and Chow, Kaitlyn, 20220331, Topographic survey transect data along the Carmel River, central California, 2013 to 2021 (ver. 2.0, March 2022): data release doi:10.5066/P9HG8UDS, U.S. Geological Survey, Pacific Coastal and Marine Science Center Santa Cruz, California.

    Online Links:

    This is part of the following larger work.

    East, Amy, Harrison, Lee R., Smith, Douglas P., Bond, Rosealea, Logan, Joshua, Nicol, Colin, and Chow, Kaitlyn, 2017, River-channel topography, grain size, and turbidity records from the Carmel River, California, before, during, and after removal of San Clemente Dam (ver. 2.0, March 2022): data release doi:10.5066/P9HG8UDS, U.S. Geological Survey, Pacific Coastal and Marine Science Center, Santa Cruz, California.

    Online Links:

  2. What geographic area does the data set cover?
    West_Bounding_Coordinate: -121.93733
    East_Bounding_Coordinate: -121.70072
    North_Bounding_Coordinate: 36.54163
    South_Bounding_Coordinate: 36.42018
  3. What does it look like?
    https://www.sciencebase.gov/catalog/file/get/5a2ed8c2e4b08e6a89d3fc22?name=Carmel_2013to2021_TransectEndpointsMap.png&allowOpen=true (png)
    Transect endpoint locations of topographic surveys (BW=Berwick, CR=Control Reach, CRO=Crossroads, DDL=DeDampierre Lower, DDU=DeDampierre Upper, DM=Dam Reach, RS=Reservoir Reach, SC=San Carlos, SH=Sleepy Hollow, SR=Schulte Road)
  4. Does the data set describe conditions during a particular time period?
    Beginning_Date: 2013
    Ending_Date: 2021
    Currentness_Reference:
    ground condition
  5. What is the general form of this data set?
    Geospatial_Data_Presentation_Form: Comma-separated values
  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 (10452)
    2. What coordinate system is used to represent geographic features?
      Grid_Coordinate_System_Name: Universal Transverse Mercator
      Universal_Transverse_Mercator:
      UTM_Zone_Number: 10
      Transverse_Mercator:
      Scale_Factor_at_Central_Meridian: 0.9996
      Longitude_of_Central_Meridian: -123.0
      Latitude_of_Projection_Origin: 0.0
      False_Easting: 500000.0
      False_Northing: 0.0
      Planar coordinates are encoded using coordinate pair
      Abscissae (x-coordinates) are specified to the nearest 0.001
      Ordinates (y-coordinates) are specified to the nearest 0.001
      Planar coordinates are specified in meters
      The horizontal datum used is NAD83 (National Spatial Reference System 2011) (EPSG:1116).
      The ellipsoid used is GRS 1980 (EPSG:7019).
      The semi-major axis of the ellipsoid used is 6378137.0.
      The flattening of the ellipsoid used is 1/298.257222101.
      Vertical_Coordinate_System_Definition:
      Altitude_System_Definition:
      Altitude_Datum_Name: North American Vertical Datum of 1988 (EPSG:5703)
      Altitude_Resolution: 0.001
      Altitude_Distance_Units: meters
      Altitude_Encoding_Method:
      Explicit elevation coordinate included with horizontal coordinates
  7. How does the data set describe geographic features?
    Carmel_2013to2021_TransectData.csv
    Topographic measurements taken at 10 sites along 6 transects at each site on the Carmel River, from 2013 to 2021. (Source: Producer defined)
    PID
    Point ID. Not unique. For reaches CR, RS, DM and SH, the PID values are the values assigned during the survey and are only unique for each reach and year. For reaches DDU, DDL, BW, SR, SC and CRO, the PID values were assigned sequentially. (Source: Producer defined) A non-unique identification code for the point.
    SITE
    Site and transect number (Source: Producer defined.) A unique location identifier presented as an alpha-numeric code indicating the name of the survey site (BW=Berwick, CR=Control Reach, CRO=Crossroads, DDL=DeDampierre Lower, DDU=DeDampierre Upper, DM=Dam, RS=Reservoir, SC=San Carlos, SH=Sleepy Hollow, SR=Schulte Road) followed by a number indicating the survey transect.
    RIVERKM
    The distance in kilometers along the river to the measurement site from the river's mouth. (Source: Producer defined)
    Range of values
    Minimum:2.08
    Maximum:32.69
    Units:kilometers
    YEAR
    The water year (October 1 to September 30) in which the measurement was made. (Source: Producer defined.)
    Range of values
    Minimum:2013
    Maximum:2021
    Units:years
    DATE
    The date on which the measurement was made, in ISO 8601 date format (YYYY-MM-DD). Note that San Carlos (SC), 2013 measurements were made on calendar day 2014-03-07. Due to low river flows during the preceding months, the measurements made during this survey were determined to be representative of water year 2013. (Source: Producer defined.)
    Range of values
    Minimum:2013-06-18
    Maximum:2021-06-16
    Units:YYYY-MM-DD
    NORTHING
    Northing coordinate of data point relative to the NAD83(2011) (North American Datum of 1983, National Spatial Reference System 2011) datum, projected in the Universal Transverse Mercator (UTM) Zone 10 North coordinate system, meters (EPSG:6339). For measurements made using an auto level, the northing coordinate is set to "NULL" to denote that the horizontal UTM coordinates were not measured for this data point. (Source: Producer defined)
    Range of values
    Minimum:4031573.861
    Maximum:4034148.471
    Units:meters
    EASTING
    Easting coordinate of data point relative to the NAD83(2011) (North American Datum of 1983, National Spatial Reference System 2011) datum, projected in the Universal Transverse Mercator (UTM) Zone 10 North coordinate system, meters (EPSG:6339). For measurements made using an auto level, the easting coordinate is set to "NULL" to denote that the horizontal UTM coordinates were not measured for this data point. (Source: Producer defined)
    Range of values
    Minimum:615053.606
    Maximum:615896.390
    Units:meters
    ELEVATION
    The elevation in meters at the point of measurement, relative to the NAVD88 (North American Vertical Datum of 1988) vertical datum. (Source: Producer defined)
    Range of values
    Minimum:2.907
    Maximum:169.475
    Units:meters
    DISTANCE
    Distance in meters from the left benchmark across the river. (Source: Producer defined)
    Range of values
    Minimum:0
    Maximum:102.001
    Units:meters

Who produced the data set?

  1. Who are the originators of the data set? (may include formal authors, digital compilers, and editors)
    • Amy East
    • Lee R. Harrison
    • Douglas P. Smith
    • Rosealea Bond
    • Joshua Logan
    • Colin Nicol
    • Kaitlyn Chow
  2. Who also contributed to the data set?
    Data collection was funded by U.S. Geological Survey, California State University Monterey Bay, and National Oceanic and Atmospheric Administration
  3. To whom should users address questions about the data?
    U.S. Geological Survey, Pacific Coastal and Marine Science Center
    Attn: PCMSC Science Data Coordinator
    2885 Mission Street
    Santa Cruz, CA

    831-427-4747 (voice)
    pcmsc_data@usgs.gov

Why was the data set created?

Data were collected to study changes to the Carmel River, central California, associated with the removal of the San Clemente Dam.

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: 2021 (process 1 of 2)
    Topographic measurements were made at four to six transects per site along the Carmel River between water years 2013 and 2021 using a total station at sites CR, RS, DM, and SH, and with an auto level and survey rod at sites DDU, DDL, BW, SR, SC, and CRO. This dataset contains the cross-sectional survey data for each site and year as distance from left end point vs elevation. All data were collected in NAD83 UTM10N horizontal coordinates and NAVD88 Geoid 12B vertical coordinates, in units of meters. Person who carried out this activity:
    Joshua Logan
    U.S. Geological Survey, Pacific Coastal and Marine Science Center
    Physical Scientist
    2885 Mission Street
    Santa Cruz, CA
    US

    831-460-7519 (voice)
    831-427-4748 (FAX)
    jlogan@usgs.gov
    Date: 2022 (process 2 of 2)
    Changes to version 2.0 of data release: -Added the following transect data: - RS transects surveyed in 2014 - Additional transects in RS (RS3B and RS5B) added in 2017 and 2019 after re-orientation of river channel. - DDU, DDL, BW, SR, SC, and CRO transects surveyed in 2018 - CR, RS, DM, SH, DDU, DDL, BW, SR, SC, and CRO transects surveyed in 2019 - DDU, DDL, BW, SR, and CRO transects surveyed in 2020 - DDU, DDL, transects surveyed in 2021 - Added horizontal UTM coordinates to all data points measured with a total station (reaches CR, RS, DM and SH). - Added a non-unique point ID field (PID). For reaches CR, RS, DM and SH, the PID values are the values assigned during the survey. For reaches DDU, DDL, BW, SR, SC and CRO, the PID values were assigned sequentially. - Recalculated distance from left bank for some transects to account for movement of reference point in response to channel widening and reorientation. - Changed method of calculating distance measurement for reaches CR, RS, DM and SH to account for measurements taken slightly off the line. The revised method projects each point to its closest position along the transect before calculating the Euclidean distance along the transect to the left-bank mark. - Corrected survey-rod height error for 8 measurements on river-right side (SE side, DISTANCE > 16.5) of transect DM6 surveyed in 2017. The incorrect rod height used was 2.568 meters; the correct rod height was 1.519 meters. Elevations for these points were increased by 1.049 meters accordingly. - Corrected errors in measurements from transect SC1, measured in 2015. Person who carried out this activity:
    Joshua Logan
    U.S. Geological Survey, Pacific Coastal and Marine Science Center
    Physical Scientist
    2885 Mission Street
    Santa Cruz, CA
    US

    831-460-7519 (voice)
    831-427-4748 (FAX)
    jlogan@usgs.gov
  3. What similar or related data should the user be aware of?

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

  1. How well have the observations been checked?
    No formal attribute accuracy tests were conducted
  2. How accurate are the geographic locations?
    Initial survey control for all topographic transects was established using static GPS occupations, which have an estimated horizontal accuracy of around 1.5 cm. For sites CR, RS, DM and SH control densification and transect horizontal measurements were conducted using a total station. Repeat check measurements conducted during the surveys on points with established coordinates suggest a horizontal precision of around 2 cm for measurements at these sites. For sites DDU, DDL, BW, SR, SC and CRO control densification was completed using a total station and transect horizontal measurements were conducted using a fiberglass tape stretched along the transect and recorded to the nearest centimeter. The horizontal precision of these measurements is estimated to be around 3 cm.
  3. How accurate are the heights or depths?
    Initial survey control for all topographic transects was established using static GPS occupations, which have an estimated vertical accuracy of less than 3 cm. For sites CR, RS, DM and SH control densification and transect measurements were conducted using a total station. Repeat check measurements conducted during the surveys on points with established coordinates suggest a vertical precision of less than 2 cm for measurements at these sites. For sites DDU, DDL, BW, SR, SC and CRO control densification was completed using a total station. Transect elevation measurements for these sites were conducted using an auto level. The vertical precision of these measurements is estimated to be around 1 cm.
  4. Where are the gaps in the data? What is missing?
    Data set is considered complete for the information presented, as described in the abstract. At most survey sites, there are six transects. However, there are only four transect at DeDampierre Lower (DDL) and Schulte Road (SR). Users are advised to read the rest of the metadata record carefully for additional details.
  5. How consistent are the relationships among the observations, including topology?
    No formal logical accuracy tests were conducted

How can someone get a copy of the data set?

Are there legal restrictions on access or use of the data?
Access_Constraints none
Use_Constraints USGS-authored or produced data and information are in the public domain from the U.S. Government and are freely redistributable with proper metadata and source attribution. Please recognize and acknowledge the U.S. Geological Survey (USGS), California State University Monterey Bay (CSUMB), and the National Oceanic and Atmospheric Administration (NOAA) as the originators of the dataset and in products derived from these data.
  1. Who distributes the data set? (Distributor 1 of 1)
    U.S. Geological Survey - ScienceBase
    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? data are downloadable in .csv format (Carmel_2013to2019_TransectData.csv) along with CMGDS FGDC-compliant metadata.
  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?
  5. What hardware or software do I need in order to use the data set?
    The downloadable data file is available in comma-separated values (CSV) spreadsheet format. Text editing software can be used to open the file, as well as spreadsheet programs, such as Microsoft Excel.

Who wrote the metadata?

Dates:
Last modified: 01-Apr-2022
Metadata author:
U.S. Geological Survey, Pacific Coastal and Marine Science Center
Attn: PCMSC Science Data Coordinator
2885 Mission Street
Santa Cruz, CA

831-427-4747 (voice)
pcmsc_data@usgs.gov
Metadata standard:
Content Standard for Digital Geospatial Metadata (FGDC-STD-001-1998)

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