Metadata: Identification_Information: Citation: Citation_Information: Originator: Joshua B. Logan Originator: Andrew W. Stevens Originator: Cordell D. Johnson Publication_Date: 20230623 Title: Orthomosaic images from UAS surveys of the beaches at Fort Stevens State Park, OR, and Cape Disappointment State Park, WA, July 2021 Geospatial_Data_Presentation_Form: GeoTIFF Series_Information: Series_Name: data release Issue_Identification: DOI:10.5066/P9BVTVAW Publication_Information: Publication_Place: Pacific Coastal and Marine Science Center, Santa Cruz, California Publisher: U.S. Geological Survey Online_Linkage: https://doi.org/10.5066/P9BVTVAW Online_Linkage: https://www.sciencebase.gov/catalog/item/62e47102d34e749ac04cb787 Larger_Work_Citation: Citation_Information: Originator: Joshua B. Logan Originator: Andrew W. Stevens Originator: Shawn R. Harrison Originator: Cordell D. Johnson Publication_Date: 2023 Title: Aerial imagery and structure-from-motion data products from UAS surveys of the beaches at Fort Stevens State Park, OR, and Cape Disappointment State Park, WA Series_Information: Series_Name: data release Issue_Identification: DOI:10.5066/P9BVTVAW Publication_Information: Publication_Place: Pacific Coastal and Marine Science Center, Santa Cruz, CA Publisher: U.S. Geological Survey Other_Citation_Details: Suggested Citation: Logan, J.B., Stevens, A.W., Harrison, S.R., and Johnson, C.D., 2023, Aerial imagery and structure-from-motion data products from UAS surveys of the beaches at Fort Stevens State Park, OR, and Cape Disappointment State Park, WA: U.S. Geological Survey data release, https://doi.org/10.5066/P9BVTVAW. Online_Linkage: https://doi.org/10.5066/P9BVTVAW Description: Abstract: This portion of the data release presents high-resolution orthomosaic images of the ocean beach at Fort Stevens State Park, OR, and Benson Beach at Cape Disappointment State Park, WA. The orthomosaics have resolutions of 5 centimeters per pixel and were derived from structure-from-motion (SfM) processing of aerial imagery collected with unoccupied aerial systems (UAS) during low tide surveys on 22 and 23 July 2021. The raw imagery used to create the orthomosaics was acquired with a UAS fitted with a Ricoh GR II digital camera featuring a global shutter. The UAS was flown on pre-programmed autonomous flight lines spaced to provide approximately 70 percent overlap between images from adjacent lines. The camera was triggered at 1 Hz using a built-in intervalometer. The UAS was flown at an approximate altitude of 120 meters above ground level (AGL), resulting in a nominal ground-sample-distance (GSD) of 3.2 centimeters per pixel. The raw imagery was geotagged using positions from the UAS onboard single-frequency autonomous GPS. Survey control was established using temporary ground control points (GCPs) consisting of a combination of small square tarps with black-and-white cross patterns and temporary chalk marks placed on the ground. The GCP positions were measured using dual-frequency post-processed kinematic (PPK) GPS with corrections referenced to a static base station operating nearby. The images and GCP positions were used for structure-from-motion (SfM) processing to create topographic point clouds, high-resolution orthomosaic images, and DSMs. The orthomosaic images have been provided in a three-band RGB format, with 8-bit unsigned integer values compressed using high-quality JPEG compression and are formatted as cloud optimized GeoTIFFs with internal overviews and masks to facilitate cloud-based queries and display. Purpose: These data were obtained to evaluate changes in shoreline position and coastal morphology. These data are intended for science researchers, students, policy makers, and the general public. These data can be used with geographic information systems or other software to identify topographic features on the sub-aerially exposed portions of the beaches surveyed. Supplemental_Information: Additional information about the field activity from which these data were derived is available online at: https://cmgds.marine.usgs.gov/fan_info.php?fan=2021-632-FA Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government . Time_Period_of_Content: Time_Period_Information: Multiple_Dates/Times: Single_Date/Time: Calendar_Date: 20210722 Single_Date/Time: Calendar_Date: 20210723 Currentness_Reference: ground condition at time data were collected Status: Progress: Complete Maintenance_and_Update_Frequency: None planned Spatial_Domain: Bounding_Coordinates: West_Bounding_Coordinate: -124.08829 East_Bounding_Coordinate: -123.99237 North_Bounding_Coordinate: 46.29986 South_Bounding_Coordinate: 46.19996 Keywords: Theme: Theme_Keyword_Thesaurus: ISO 19115 Topic Category Theme_Keyword: elevation Theme_Keyword: geoscientificInformation Theme: Theme_Keyword_Thesaurus: Data Categories for Marine Planning Theme_Keyword: Bathymetry and Elevation Theme: Theme_Keyword_Thesaurus: USGS Thesaurus Theme_Keyword: topography Theme_Keyword: topographic maps Theme_Keyword: remote sensing Theme_Keyword: geomorphology Theme_Keyword: aerial photography Theme_Keyword: image mosaics Theme_Keyword: geospatial datasets Theme: Theme_Keyword_Thesaurus: Marine Realms Information Bank (MRIB) keywords Theme_Keyword: photography Theme_Keyword: remote sensing Theme_Keyword: aerial and satellite photography Theme_Keyword: altimetry Theme_Keyword: orthophotography Theme: Theme_Keyword_Thesaurus: None Theme_Keyword: U.S. Geological Survey Theme_Keyword: USGS Theme_Keyword: Coastal and Marine Hazards and Resources Program Theme_Keyword: CHMRP Theme_Keyword: Pacific Coastal and Marine Science Center Theme_Keyword: PCMSC Theme_Keyword: UAS Theme_Keyword: Unmanned aerial system Theme_Keyword: Structure-from-motion Theme: Theme_Keyword_Thesaurus: USGS Metadata Identifier Theme_Keyword: USGS:62e47102d34e749ac04cb787 Place: Place_Keyword_Thesaurus: Geographic Names Information System (GNIS) Place_Keyword: State of Washington Place_Keyword: State of Oregon Place_Keyword: Pacific Ocean Place_Keyword: Columbia River Place_Keyword: Clatsop County Place_Keyword: Pacific County Place_Keyword: Cape Disappointment Place_Keyword: Fort Stevens Place_Keyword: Benson Beach Place_Keyword: Clatsop Spit Place_Keyword: North Head 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 as the originator(s) of the dataset and in products derived from these data. This information is not intended for navigation purposes. Point_of_Contact: Contact_Information: Contact_Organization_Primary: Contact_Organization: U.S. Geological Survey, Pacific Coastal and Marine Science Center Contact_Person: PCMSC Science Data Coordinator Contact_Address: Address_Type: mailing and physical Address: 2885 Mission Street City: Santa Cruz State_or_Province: CA Postal_Code: 95060 Contact_Voice_Telephone: 831-427-4747 Contact_Electronic_Mail_Address: pcmsc_data@usgs.gov Browse_Graphic: Browse_Graphic_File_Name: https://www.sciencebase.gov/catalog/file/get/62e47102d34e749ac04cb787?name=BensonBeach_2021-07-23_orthomosaic_browse.jpg&allow=openTrue Browse_Graphic_File_Description: Portion of orthomosaic image from Benson Beach 2021-07-23 UAS survey. Browse_Graphic_File_Type: JPEG Native_Data_Set_Environment: Microsoft Windows 10, Agisoft Metashape 1.6.x through 1.8.x, ESRI ArcGIS 10.6 through 10.7, Exiftool, QGIS 3.26, and GDAL 3.5.1 Cross_Reference: Citation_Information: Originator: Joshua B. Logan Originator: Phillipe A. Wernette Originator: Andrew C. Ritchie Publication_Date: 2022 Title: Agisoft Metashape/Photoscan Automated Image Alignment and Error Reduction version 2.0 Other_Citation_Details: Logan, J.B., Wernette, P.A. and Ritchie, A.C., 2022, Agisoft Metashape/Photoscan Automated Image Alignment and Error Reduction version 2.0: U.S. Geological Survey code repository, U.S. Geological Survey software release, python package, Reston, Va., (https://doi.org/10.5066/P9DGS5B9). Online_Linkage: https://doi.org/10.5066/P9DGS5B9 Cross_Reference: Citation_Information: Originator: Federal Geographic Data Committee Publication_Date: 1998 Title: Geospatial Positioning Accuracy Standards Part 3: National Standard for Spatial Data Accuracy Other_Citation_Details: FGDC-STD-007.3-1998 Online_Linkage: https://www.fgdc.gov/standards/projects/FGDC-standards-projects/accuracy/part3/chapter3 Data_Quality_Information: Attribute_Accuracy: Attribute_Accuracy_Report: No formal attribute accuracy tests were conducted. Logical_Consistency_Report: No formal logical accuracy tests were conducted. Completeness_Report: Dataset is considered complete for the information presented, as described in the abstract. Users are advised to read the rest of the metadata record carefully for additional details. Positional_Accuracy: Horizontal_Positional_Accuracy: Horizontal_Positional_Accuracy_Report: For each DSM, horizontal accuracy was estimated by comparing ground control point (GCP) positions measured with RTK GPS measurements to their SfM-estimated positions. Due to the time-intensive process of placing GCPs in the field, all available GCPs were used for registration and camera optimization in the SfM processing workflow. To evaluate the horizontal positional accuracy of the final SfM alignments, each GCPs was disabled one at a time using a python script to create a 'temporary check point'. With the single GCP temporarily disabled, camera optimization was performed with all lens parameters fixed, and all other GCPs enabled. The residual errors of the check point relative to its GPS-measured position were recorded. After all temporary check point iterations were complete, the root-mean-square error (RMSE) and mean-absolute error (MAE) were calculated. Following the Federal Geographic Data Committee (FGDC) National Standard for Spatial Data Accuracy guidelines, we use the RMSE to calculate the positional horizontal accuracy at the 95% confidence level. To account for additional uncertainty in the GPS-measured positions of the GCPs (0.030 meters) we include this as an additional error term through summation in quadrature to arrive at an estimate of total positional horizontal accuracy. The error statistics and horizontal accuracy estimates for each of the orthomosaics are below: - FortStevens_2021_07-22_orthomosaic_5cm.tif: Horizontal RMSE (m): 0.023; Horizontal MAE (m): 0.021; Horizontal accuracy at the 95% confidence level (m): 0.040; Total horizontal accuracy estimate at the 95% confidence level, including GPS uncertainty (m): 0.050; - BensonBeach_2021_07-23_orthomosaic_5cm.tif: Horizontal RMSE (m): 0.015; Horizontal MAE (m): 0.013; Horizontal accuracy at the 95% confidence level (m): 0.026; Total horizontal accuracy estimate at the 95% confidence level, including GPS uncertainty (m): 0.040; It should be noted that this error estimate is for areas of bare ground where GCPs were placed. Additional sources of error such as poor image-to-image point matching due to vegetation or uniform substrate texture (such as sand with uniform coloration) resulting in poor surface reconstruction may cause localized errors in some portions of the point clouds to exceed this estimate. Vertical_Positional_Accuracy: Vertical_Positional_Accuracy_Report: Vertical positional accuracy was not evaluated for this data product. Lineage: Process_Step: Process_Description: Aerial imagery was collected using a Department of Interior-owned 3DR Solo quadcopter fitted with a Ricoh GR II digital camera featuring a global shutter. The camera was mounted using a fixed mount on the bottom of the UAS and oriented in an approximately nadir orientation. During acquisition the UAS was flown on pre-programmed autonomous flight lines at an approximate altitude of 120 meters above ground level (AGL), resulting in a nominal ground-sample-distance (GSD) of 3.2 centimeters per pixel. The flight lines were spaced to provide approximately 66 percent overlap between images from adjacent lines. The camera was triggered at 1 Hz using a built-in intervalometer. Before each flight, the camera’s digital ISO, aperture and shutter speed were manually set to adjust for ambient light conditions. Although these settings were changed between flights, they were not permitted to change during a flight; thus, the images from each flight were acquired with consistent camera settings. Process_Date: 202107 Process_Step: Process_Description: Ground control was established using ground control points (GCPs) consisting of a combination of small square tarps with black-and-white cross patterns and temporary "X" marks placed with chalk on the ground surface throughout the survey area. The GCP positions were measured using post-processed kinematic (PPK) GPS, using corrections from GPS base stations located near the survey area. For each GCP measurement the GPS receiver was placed on a fixed-height tripod and set to occupy the GCP for a minimum occupation time of one minute. Post-processing was conducted using the Trimble Business Center software package. Process_Date: 202107 Process_Step: Process_Description: The image files were renamed using a custom python script. The file names were formed using the following pattern Fx-YYYYMMDDThhmmssZ_Ryz.*, where: - Fx = Flight number - YYYYMMDDThhmmssZ = date and time in the ISO 8601 standard, where 'T' separates the date from the time, and 'Z' denotes UTC ('Zulu') time. - Ry = RA or RB to distinguish camera 'RicohA' from 'RicohB' - z = original image name assigned by camera during acquisition - * = file extension (JPG) The approximate image acquisition coordinates were added to the image metadata (EXIF) ('geotagged') using the image timestamp and the telemetry logs from the UAS onboard single-frequency 1-Hz autonomous GPS. The geotagging process was done using a custom python script which calls the exiftool utility. To improve timestamp accuracy, the image acquisition times were adjusted to true ('corrected') UTC time by comparing the image timestamps with several images taken of a smartphone app ('Emerald Time') showing accurate time from Network Time Protocol (NTP) servers. For the Fort Stevens survey on 2021-07-22 the image time stamps from camera "RB" were adjusted by +00:00:04 (4 seconds) to synchronize with corrected UTC time. For the Benson Beach survey on 2021-07-23 the image time stamps from camera "RA" were adjusted by -00:00:01 (-1 second) to synchronize with corrected UTC time; the image time stamps from camera "RB" were adjusted by +00:00:04 (4 seconds) to synchronize with corrected UTC time. The positions stored in the EXIF are in geographic coordinates referenced to the WGS84(G1150) coordinate reference system (EPSG:4979), with elevation in meters relative to the WGS84 ellipsoid. Additional information was added to the EXIF using the command-line 'exiftool' software. For the Fort Stevens imagery the following command was used: exiftool ^ -P ^ -IPTC:Credit="U.S. Geological Survey" ^ -IPTC:Contact="pcmsc_data@usgs.gov" ^ -EXIF:Copyright="Public Domain" ^ -XMP:UsageTerms="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 for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty." ^ -EXIF:ImageDescription="Aerial image of the beach at Fort Stevens State Park, Oregon, USA, from USGS Unoccupied Aircraft System (UAS) survey 2021-632-FA (https://cmgds.marine.usgs.gov/fan_info.php?fan=2021-632-FA), conducted under Oregon Parks and Recreation Department Scientific Research Permit #235" ^ -XMP:Event="Unoccupied Aircraft System survey of the beach at Fort Stevens State Park, Oregon, USA, during USGS field activity 2021-632-FA, conducted under Oregon Parks and Recreation Department Scientific Research Permit #235" ^ -EXIF:GPSAreaInformation="Position from UAS onboard autonomous single-frequency GNSS." ^ -EXIF:GPSMapDatum="EPSG:4979 (WGS 84)" ^ -EXIF:Artist="U.S. Geological Survey, Pacific Coastal and Marine Science Center" ^ -IPTC:CopyrightNotice="Public Domain. Please credit U.S. Geological Survey." ^ -IPTC:Caption-Abstract="Aerial image of the beach at Fort Stevens State Park, Oregon, USA, from USGS Unoccupied Aircraft System (UAS) survey 2021-632-FA conducted under Oregon Parks and Recreation Department Scientific Research Permit #235" ^ -sep ", " ^ -keywords="Columbia River, Fort Stevens State Park, South Jetty, Oregon, 2021-632-FA, Unoccupied Aircraft System, UAS, drone, aerial imagery, U.S. Geological Survey, USGS, Pacific Coastal and Marine Science Center" ^ -comment="Low-altitude aerial image from USGS Unoccupied Aircraft System (UAS) survey 2021-632-FA conducted under Oregon Parks and Recreation Department Scientific Research Permit #235" ^ -Orientation= ^ -XMP:AttributionURL="https://doi.org/10.5066/P9BVTVAW" ^ -OffsetTime*=+00:00 ^ -ext DNG ^ -ext JPG For the Benson Beach imagery the following command was used: exiftool ^ -P ^ -IPTC:Credit="U.S. Geological Survey" ^ -IPTC:Contact="pcmsc_data@usgs.gov" ^ -EXIF:Copyright="Public Domain" ^ -XMP:UsageTerms="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 for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty." ^ -EXIF:ImageDescription="Aerial image of Benson Beach at Cape Disappointment State Park, Washington, USA, from USGS Unoccupied Aircraft System (UAS) survey 2021-632-FA (https://cmgds.marine.usgs.gov/fan_info.php?fan=2021-632-FA), conducted under Washington State Parks and Recreation Commission Scientific Research Permit 170603" ^ -XMP:Event="Unoccupied Aircraft System survey of Benson Beach at Cape Disappointment State Park, Washington, USA, during USGS field activity 2021-632-FA, conducted under Washington State Parks and Recreation Commission Scientific Research Permit 170603" ^ -EXIF:GPSAreaInformation="Position from UAS onboard autonomous single-frequency GNSS." ^ -EXIF:GPSMapDatum="EPSG:4979 (WGS 84)" ^ -EXIF:Artist="U.S. Geological Survey, Pacific Coastal and Marine Science Center" ^ -IPTC:CopyrightNotice="Public Domain. Please credit U.S. Geological Survey." ^ -IPTC:Caption-Abstract="Aerial image of Benson Beach at Cape Disappointment State Park, Washington, USA, from USGS Unoccupied Aircraft System (UAS) survey 2021-632-FA conducted under Washington State Parks and Recreation Commission Scientific Research Permit 170603" ^ -sep ", " ^ -keywords="Columbia River, Cape Disappointment State Park, North Jetty, Washington, 2021-632-FA, Unoccupied Aircraft System, UAS, drone, aerial imagery, U.S. Geological Survey, USGS, Pacific Coastal and Marine Science Center" ^ -comment="Low-altitude aerial image from USGS Unoccupied Aircraft System (UAS) survey 2021-632-FA conducted under Washington State Parks and Recreation Commission Scientific Research Permit 170603" ^ -Orientation= ^ -XMP:AttributionURL="https://doi.org/10.5066/P9BVTVAW" ^ -OffsetTime*=+00:00 ^ -ext DNG ^ -ext JPG Additional metadata tags were populated for all of the imagery metadata using the following command: exiftool ^ -P ^ "-XMP-photoshop:Credit