Metadata: Identification_Information: Citation: Citation_Information: Originator: Joshua B. Logan Originator: Andrew W. Stevens Originator: Shawn R. Harrison Publication_Date: 20230623 Title: Digital Surface Models (DSM) from UAS surveys of the beaches at Fort Stevens State Park, OR, and Cape Disappointment State Park, WA, August 2017 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/63af854bd34e92aad3ca60f3 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 digital surface models (DSM) of the ocean beach at Fort Stevens State Park, OR, and Benson Beach at Cape Disappointment State Park, WA. The DSMs have resolutions of 10 centimeters per pixel and were derived from structure-from-motion (SfM) processing of aerial imagery collected with unoccupied aerial systems (UAS) during low tides on 7 and 8 August 2017. Unlike a digital elevation model (DEM), the DSMs represent the elevation of the highest object within the bounds of a cell. Vegetation, buildings, and other objects have not been removed from the data. The raw imagery used to create the DSMs 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 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 DSMs, which are presented in this portion of the data release have been 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=2017-666-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: 20170807 Single_Date/Time: Calendar_Date: 20170808 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:63af854bd34e92aad3ca60f3 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/63af854bd34e92aad3ca60f3?name=FortStevens_BensonBeach_2017-08_DSM_browse.jpg&allowOpen=true Browse_Graphic_File_Description: Color-shaded relief of DSMs from August 2017 UAS surveys. Browse_Graphic_File_Type: JPEG Native_Data_Set_Environment: Microsoft Windows 10, Agisoft Photoscan/Metashape 1.4.x through 1.5.x, 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: Andrew W. Stevens Originator: Heather M. Weiner Originator: Jeffrey M. Wood Originator: Peter Ruggiero Originator: George M. Kaminsky Originator: Guy R. Gelfenbaum Publication_Date: 2021 Title: Beach topography and nearshore bathymetry of the Columbia River littoral cell, Washington and Oregon (ver. 3.0, December 2021) Other_Citation_Details: Stevens, A.W., Weiner, H.M., Wood, J.M., Ruggiero, P., Kaminsky, G.M., and Gelfenbaum G.R., 2019, Beach topography and nearshore bathymetry of the Columbia River littoral cell, Washington and Oregon (ver. 3.0, December 2021): U.S. Geological Survey data release, https://doi.org/10.5066/P9W15JX8. Online_Linkage: https://doi.org/10.5066/P9W15JX8 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: The attribute values of these DSMs represent elevation, the accuracy of which is discussed in the Vertical Positional Accuracy Report section of the metadata. Logical_Consistency_Report: Accuracy tests were performed on these data to estimate positional accuracy. These tests are discussed in the Positional Accuracy section of the metadata. Some areas of noise resulting from waves and water in the surf zone, standing water, or areas of uniform color and texture were manually masked and removed from the final product. Some noise may remain near boundaries of the domain or near water and should be treated with caution. Completeness_Report: Dataset is considered complete for the information presented, as described in the abstract. For the purpose of creating the final DSMs areas of data artifacts caused by waves and water in the surf zone, and ponded water on the beach, or areas of uniform color and texture were removed from the data by visual analysis and clipping. 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 percent 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 DSMs are below: - FortStevens_2017-08-07_DSM_10cm.tif: Horizontal RMSE (m): 0.016; Horizontal MAE (m): 0.013; Horizontal accuracy at the 95 percent confidence level (m): 0.028; Total horizontal accuracy estimate at the 95 percent confidence level, including GPS uncertainty (m): 0.041; - BensonBeach_2017-08-08_DSM_10cm.tif: Horizontal RMSE (m): 0.023; Horizontal MAE (m): 0.018; Horizontal accuracy at the 95 percent confidence level (m): 0.040; Total horizontal accuracy estimate at the 95 percent confidence level, including GPS uncertainty (m): 0.050; 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: For each DSM, vertical accuracy was estimated using two methods to compare the DSM vertical elevations to concurrently collected real-time kinematic (RTK) GPS measurements. The first method used a comparison of ground control point (GCP) positions measured with PPK 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 during the creation of the final DSM. To evaluate the vertical 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 a 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 vertical accuracy at the 95 percent confidence level. To account for additional uncertainty in the GPS-measured positions of the GCPs (0.038 meters) we include this as an additional error term through summation in quadrature to arrive at an estimate of total positional vertical accuracy. The error statistics and vertical accuracy estimates for each of the DSMs are below: - FortStevens_2017-08-07_DSM_10cm.tif: Vertical RMSE (m): 0.018; Vertical MAE (m): 0.012; Mean vertical error (m): -0.001; Vertical accuracy at the 95 percent confidence level (m): 0.035; Total vertical accuracy estimate at the 95 percent confidence level, including GPS uncertainty (m): 0.052; - BensonBeach_2017-08-08_DSM_10cm.tif: Vertical RMSE (m): 0.028; Vertical MAE (m): 0.017; Mean vertical error (m): -0.006; Vertical accuracy at the 95 percent confidence level (m): 0.055; Total vertical accuracy estimate at the 95 percent confidence level, including GPS uncertainty (m): 0.067; It should be noted that this error estimate is for areas of bare ground or low vegetation 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. A second method was used to attempt to quantify the vertical errors in areas away from the GCPs, through comparison with concurrently collected backpack and ATV-mounted RTK GPS data (Stevens and others, 2021). The DSM elevations were compared to these measurements using bilinear interpolation at each GPS point to calculate the root-mean-square error (RMSE), mean-absolute error (MAE), and mean vertical error (bias). The error statistics and vertical accuracy estimates relative to the RTK-measured backpack and ATV RTK-GPS data for each of the DSMs are below: - FortStevens_2017-08-07_DSM_10cm.tif: Number of measurements: 9,229; Vertical RMSE relative to concurrently collected RTK GPS measurements (m): 0.058; Vertical MAE relative to concurrently collected RTK GPS measurements (m): 0.033; Mean vertical error (bias) relative to concurrently collected RTK GPS measurements (m): -0.011 (DSM higher than RTK GPS measurements); - BensonBeach_2017-08-08_DSM_10cm.tif: Number of measurements: 20,345; Vertical RMSE relative to concurrently collected RTK GPS measurements (m): 0.045; Vertical MAE relative to concurrently collected RTK GPS measurements (m): 0.027; Mean vertical error (bias) relative to concurrently collected RTK GPS measurements (m): -0.008 (DSM higher than RTK GPS measurements); These slightly RMSE are due in part to the less precise nature of the backpack and ATV-mounted GPS measurements used as check points for this process. However, these comparisons do provide a more conservative, spatially distributed estimate of the true accuracy of the elevation models than the GCP check point method. We present both estimates here to provide the end-user with a more complete understanding of the accuracy of the final data products. 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 a variable altitude of less than 120 meters above ground level (AGL). Altitude for each flight was determined in the field depending on operational restrictions related to the cloud ceiling. Each flight was programmed 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: 201708 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: 201708 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 the GeoSetter 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 clock showing accurate time synchronized from Network Time Protocol (NTP) servers. For the Fort Stevens survey on 2017-08-07 the image time stamps from camera "RA" were adjusted by +00:01:14 (+1 minute, and 14 seconds) to synchronize with corrected UTC time. For the Benson Beach survey on 2017-08-08 the image time stamps from camera "RA" were adjusted by +00:01:16 (+1 minute, and 16 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 2017-666-FA (https://cmgds.marine.usgs.gov/fan_info.php?fan=2017-666-FA), conducted under Oregon Parks and Recreation Department Scientific Research Permit #024-17" ^ -XMP:Event="Unoccupied Aircraft System survey of the beach at Fort Stevens State Park, Oregon, USA, during USGS field activity 2017-666-FA, conducted under Oregon Parks and Recreation Department Scientific Research Permit #024-17" ^ -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 2017-666-FA conducted under Oregon Parks and Recreation Department Scientific Research Permit #024-17" ^ -sep ", " ^ -keywords="Columbia River, Fort Stevens State Park, South Jetty, Oregon, 2017-666-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 2017-666-FA conducted under Oregon Parks and Recreation Department Scientific Research Permit #024-17" ^ -Orientation= ^ -XMP:AttributionURL="https://doi.org/10.5066/P9BVTVAW" ^ -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 2017-666-FA (https://cmgds.marine.usgs.gov/fan_info.php?fan=2017-666-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 2017-666-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 2017-666-FA conducted under Washington State Parks and Recreation Commission Scientific Research Permit 170603" ^ -sep ", " ^ -keywords="Columbia River, Cape Disappointment State Park, North Jetty, Washington, 2017-666-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 2017-666-FA conducted under Washington State Parks and Recreation Commission Scientific Research Permit 170603" ^ -Orientation= ^ -XMP:AttributionURL="https://doi.org/10.5066/P9BVTVAW" ^ -ext DNG ^ -ext JPG ^ Additional metadata tags were populated for all of the imagery metadata using the following command: exiftool ^ -P ^ "-XMP-photoshop:Credit