Identification_Information: SMMS_Type: 1 Citation: Citation_Information: Originator: Washington Department of Ecology, Coastal Monitoring & Analysis Program Publication_Date: Unpublished Material Publication_Time: Unknown Title: Columbia River littoral cell beach profiles, spring 2001 Online_Linkage: http://www.ecy.wa.gov/programs/sea/swces/index.htm SMMS_Citation_Linkages_Hyperlinked: true SMMS_Citation_Source_Time_Period: Time_Period_Information: Single_Date/Time: Time_of_Day: Unknown Description: Abstract: Cross-shore beach profiles are collected at approximately 47 locations along the Columbia River littoral cell on a bi-annual to quarterly basis. Beach profiles are collected using Real Time Kinematic Differential Global Positioning Techniques (RTK DGPS). The data collected through this effort represents the first regional scale beach morphology monitoring program for the Columbia River littoral cell in the Pacific Northwest USA. Purpose: Beach profile data is being collected as a component of the beach morphology monitoring program of the Southwest Washington Coastal Erosion Study. The primary goals of the monitoring program are to 1) quantify the short-medium term (event-seasonal-interannual) beach change rates and morphologic variability along the Columbia River littoral cell, 2) collect beach state parameter (grain size, beach slope, dune height) data to enhance the conceptual understanding of the CRLC functioning and refine predictions of future coastal change, 3) compare and contrast the scales of environmental forcing and beach change with other coastlines of the world, and 4) provide relevant beach change data in an appropriate format to coastal decision-makers. Supplemental_Information: A description of the methodology used to collect this data is available in Ecology Publication #00-06-026. A comparison of subsequent profiles can be viewed on-line at http://www.ecy.wa.gov/programs/sea/swces/index.htm Time_Period_of_Content: Time_Period_Information: Range_of_Dates/Times: Beginning_Date: 20010620 Beginning_Time: Unknown Ending_Date: 20010706 Ending_Time: Unknown Currentness_Reference: ground condition Status: Progress: Complete Maintenance_and_Update_Frequency: None planned Spatial_Domain: Bounding_Coordinates: West_Bounding_Coordinate: -124.2787 East_Bounding_Coordinate: -123.6226 North_Bounding_Coordinate: 47.3214 South_Bounding_Coordinate: 45.8547 Keywords: Theme: Theme_Keyword_Thesaurus: beach profile Theme_Keyword: cross-shore transect Theme_Keyword: Global Positioning System Theme_Keyword: seasonal variability Theme_Keyword: beach profile Theme_Keyword: beach monitoring Theme_Keyword: beaches Theme_Keyword: beach morphology Theme_Keyword: beach survey Place: Place_Keyword_Thesaurus: CMAP REGION Place_Keyword: Astoria Place_Keyword: Clatsop Plains Place_Keyword: Clatsop Spit Place_Keyword: Columbia River Littoral Cell Place_Keyword: Copalis Beach Place_Keyword: Fort Canby Place_Keyword: Gearheart Place_Keyword: Grayland Plains Place_Keyword: Klipsan Place_Keyword: Leadbetter Point Place_Keyword: Long Beach Place_Keyword: Moclips Place_Keyword: North Beach Place_Keyword: North Cove Place_Keyword: Ocean City Place_Keyword: Ocean Park Place_Keyword: Ocean Shores Place_Keyword: Oregon Place_Keyword: Pacific Beach Place_Keyword: Point Grenville Place_Keyword: Seaside Place_Keyword: Seaview Place_Keyword: Tillamook Head Place_Keyword: Washington Place_Keyword: Westport Access_Constraints: None Use_Constraints: Users must assume liability to determine the appropiate use of these data. This data set is not to be used for legal purposes. The Coastal Monitoring & Analysis Program, Washington State Department of Ecology should be acknowledged as the data source in products derived from these data. Please contact the Washington State Department of Ecology for more detailed information if required. Point_of_Contact: Contact_Information: Contact_Person_Primary: Contact_Person: Peter Ruggiero Contact_Organization: United States Geological Survey Contact_Position: Coastal Engineer Contact_Address: Address_Type: mailing and physical address Address: Coastal and Marine Geology Program, MS-999, 345 Middlefield Road City: Menlo Park State_or_Province: CA Postal_Code: 94025 Country: USA Contact_Voice_Telephone: 650-329-5433 Contact_Facsimile_Telephone: 650-329-5190 Contact_Electronic_Mail_Address: pruggiero@usgs.gov SMMS_Contact_Email_Hyperlinked: false Hours_of_Service: Monday-Friday, 8:00 AM to 5:00 PM PST/PDT Data_Set_Credit: The Coastal Monitoring & Analysis Program is jointly funded by the Washington Department of Ecology and the US Geological Survey, Coastal and Marine Geology Program under Cooperative Agreement 1434-HQ-96-AG-01640. Native_Data_Set_Environment: DBASE IV, Windows NT 4.0 OS. SMMS_Dataset_Capture_Browse: false Data_Quality_Information: Logical_Consistency_Report: The fidelity of the data is verified via a calibration with geodetic control monuments from the Washington Coastal Geodetic Control Network (Ecology Publication #99-103). Completeness_Report: The data is visually inspected for gross inacuracies using a variety of software packages including MS Excel and Matlab. Positional_Accuracy: Horizontal_Positional_Accuracy: Horizontal_Positional_Accuracy_Report: The survey-grade GPS equipment used in the monitoring program (Trimble 4000 series receivers) have manufacturer reported Root Mean Square (RMS) accuracies of approximately ±3-cm + 2ppm of baseline length (typically 10 km or less) in the horizontal while operating in Real Time Kinematic surveying mode (TRIMBLE NAVIGATION LIMITED, 1998). These reported accuracies are, however, additionally subject to multi-path, satellite obstructions, poor satellite geometry, and atmospheric conditions. To minimize these uncertainties a local site calibration is performed during each survey, where between 2 and 5 geodetic control monuments are occupied that are known to have a horizontal and vertical accuracy of approximately 2-cm (DANIELS et al., 1999). A three-parameter least squares fit is applied to fix all data points in the current survey to the Washington Coastal Geodetic Control System. Uncertainties in GPS position estimates also arise from collecting beach profiles by walking with a GPS antenna mounted on a backpack. Prior to fall 2000, GPS operators determined the horizontal location of the beach profiles in the field by locating permanent markers set in the dunes. The horizontal variability from the dune toe to the waters edge between subsequent surveys could be as much as several tens of meters. Since fall 2000 we have used the 32-bit Trimble TSC1 data logger that allows for simultaneous navigation and data collection. The horizontal variability between subsequent surveys has been reduced to less than 1 m. While not as accurate as standard terrestrial surveying using a rod and level, walking the profiles with a GPS backpack is justified by both the reduction in survey time and the large seasonal changes observed on the high-energy beaches of the CRLC. Quantitative_Horizontal_Positional_Accuracy_Assessment: Horizontal_Positional_Accuracy_Value: 0.05 Horizontal_Positional_Accuracy_Explanation: A calibration based on the Washington Coastal Geodetic Control Network (Ecology Publication # 99-103) was performed. Vertical_Positional_Accuracy: Vertical_Positional_Accuracy_Report: The survey-grade GPS equipment used in the monitoring program (Trimble 4000 series receivers) have manufacturer reported RMS accuracies of approximately ±5-cm + 2ppm of baseline length (typically 10 km or less) in the vertical while operating in Real Time Kinematic surveying mode (TRIMBLE NAVIGATION LIMITED, 1998). These reported accuracies are, however, additionally subject to multi-path, satellite obstructions, poor satellite geometry, and atmospheric conditions that can combine to cause a vertical GPS drift that can be as much as 10-cm. To minimize these uncertainties a local site calibration is performed during each survey, where between 2 and 5 geodetic control monuments are occupied that are known to have a horizontal and vertical accuracy of approximately 2-cm (DANIELS et al., 1999). A three-parameter least squares fit is applied to fix all data points in the current survey to the Washington Coastal Geodetic Control System, within an RMS error typically less than 4-cm in the vertical, regardless of the phase of the GPS drift. Uncertainties in GPS position estimates also arise from collecting beach profiles by walking with a GPS antenna mounted on a backpack. To test the vertical repeatability of this methodology, three different GPS operators collected profile data on the same day with corresponding different antenna heights (RUGGIERO and VOIGT, 2000). This test resulted in maximum vertical offsets between the three surveys of approximately 2-cm, and RMS deviations of approximately 4-cm. Prior to fall 2000, GPS operators determined the horizontal location of the beach profiles in the field by locating permanent markers set in the dunes. The horizontal variability from the dune toe to the waters edge between subsequent surveys could be as much as several tens of meters. Since fall 2000 we have used the 32-bit Trimble TSC1 data logger that allows for simultaneous navigation and data collection. The horizontal variability between subsequent surveys has been reduced to less than 1 m. These horizontal deviations typically result in negligible vertical uncertainties due to the wide gently sloping beaches of the CRLC. Assuming that the vertical uncertainties are statistically independent, we combine the GPS error (~6-cm), the calibration error (~4-cm), and the repeatability error (~4-cm) in quadrature by taking the square root of the sum of the squares. The methodology used in the monitoring program can only reliably detect beach elevation change greater than approximately 8-cm. While not as accurate as standard terrestrial surveying using a rod and level, walking the profiles with a GPS backpack is justified by both the reduction in survey time and the large seasonal changes observed on the high-energy beaches of the CRLC. Quantitative_Vertical_Positional_Accuracy_Assessment: Vertical_Positional_Accuracy_Value: 0.08 Vertical_Positional_Accuracy_Explanation: A calibration based on the Washington Coastal Geodetic Control Network (Ecology Publication # 99-103) was performed. Lineage: Process_Step: Process_Description: A RTK DGPS base station is setup on or near a control monument of the Washington Coastal Geodetic Control Network (Ecology Publication # 99-103). A RTK DGPS base station consists of a Trimble 4400 receiver, a Trimble non-micro centered T1/T2 GPS antenna with a ground plane, a Pacific Crest UHF radio modem, radio antenna, two tripods, and various cables. The GPS antenna is mounted onto a tripod that is leveled over a small board placed on the ground. Once leveled the tripod is secured with sand bags and the antenna is connected to the GPS receiver via a data cable. The radio modem and antenna are attached to the second tripod and connected to the GPS receiver via a data cable. After all connections have been made, the Trimble 4400 receiver is started using a TDC1 or TSC1 handheld data logger and the radio modem is turned on. Process_Step: Process_Description: Beach profiles are measured by walking with a GPS reciever, GPS antenna, Pacific Crest radio modem and radio antenna mounted to a backpack from the landward edge of the primary dune, over the dune crest, to wading depth at spring low tide. Trimble 4000 series (typically 4400 or 4700) receivers were used to collect the data that is stored in the field on either a Trimble TDC1 or TSC1 data logger. Between 2 and 8 beach profiles are collected during any one low tide and stored in the same file on the data logger. This data was collected by: Laura Bauleke, Diana McCandless, Peter Ruggiero, Josh McInnes, Jessica Cote, Dave Thompson, Jamie MacMahan, Brian Voigt, Maarten Buijsman, Guy Gelfenbaum, Rich Daniels, Bob Huxford, Etienne Kingsley, Dawn Harpel, Sarah Haque, Dylan Monahan, Emily Lindstrum, Troy Warnick, Peter Wald, Renee Shadel, George Kaminsky. Process_Step: Process_Description: Discrepancies between local control and GPS-derived coordinates are reduced by conducting a field calibration (also referred to as horizontal and vertical adjustments). Typically a field calibration is performed, and if not, the calibration is performed in the office to constrain the horizontal and vertical coordinates with the Washington Coastal Geodetic Control Network (Ecology Publication # 99-103). A calibration is accomplished by obtaining between two and five calibration points at monuments of known elevation and horizontal position in the vicinity of the survey area. Calibration points are measured by centering the GPS antenna over a known monument at a set height and recording data for several 10’s of seconds. If the precisions are satisfactory, the point is stored and applied to the survey. The Trimble Survey Controller software automatically performs a spatial correction on all survey points collected and matches the grid points to the WGS-84 values. Process_Step: Process_Description: Field data stored in the data logger is downloaded to a Trimble proprietary office software program (Trimmap, TSOffice or TGOffice have all been used). The office software allows for further quality assurance and quality control (QA/QC) through visualization, calibration and archiving. The data is then exported from the office software to an ASCII text file that is imported into Matlab. Process_Step: Process_Description: Matlab scripts are used to visualize individual beach profiles and compare them to data collected earlier for final QA/QA. Following final QA/QA, the entire data file is split into individual cross-shore topographic profiles and exported as individual ASCII text files. Data are reported as x, y, z triplets (Easting, Northing, Elevation) with the horizontal datum Washington State Plane South NAD 83 m, and the vertical datum NAVD 88 m. Process_Step: Process_Description: Finally, A Matlab script is used to export all of the data collected during one survey campaign into an ASCII text file. This file is then imported into Excel and saved as a DBF file in order to facilitate use of these data with a wide variety of software packages (e.g. GIS platforms). Process_Contact: Contact_Information: Contact_Person_Primary: Contact_Person: Peter Ruggiero Contact_Organization: United States Geological Survey Contact_Position: Coastal Engineer Contact_Address: Address_Type: mailing and physical address Address: Coastal and Marine Geology Program, MS-999, 345 Middlefield Road City: Menlo Park State_or_Province: CA Postal_Code: 94025 Country: USA Contact_Voice_Telephone: 650-329-5433 Contact_Facsimile_Telephone: 650-329-5190 Contact_Electronic_Mail_Address: pruggiero@usgs.gov SMMS_Contact_Email_Hyperlinked: false Hours_of_Service: Monday-Friday, 8:00 AM to 5:00 PM PST/PDT Cloud_Cover: Unknown Spatial_Data_Organization_Information: Direct_Spatial_Reference_Method: Point Point_and_Vector_Object_Information: SDTS_Terms_Description: SDTS_Point_and_Vector_Object_Type: Point Point_and_Vector_Object_Count: 11643 SMMS_Captured: false SMMS_Captured: false Spatial_Reference_Information: Horizontal_Coordinate_System_Definition: Planar: Grid_Coordinate_System: Grid_Coordinate_System_Name: State Plane Coordinate System 1983 State_Plane_Coordinate_System: SPCS_Zone_Identifier: Washington, South Lambert_Conformal_Conic: Standard_Parallel: 45.833333 Standard_Parallel: 47.333333 Longitude_of_Central_Meridian: -120.5 Latitude_of_Projection_Origin: 45.333333 False_Easting: 500000 False_Northing: 0 Planar_Coordinate_Information: Planar_Coordinate_Encoding_Method: Coordinate Pair Planar_Distance_Units: meters Geodetic_Model: Horizontal_Datum_Name: North American Datum of 1983 Ellipsoid_Name: Geodetic Reference System 80 Semi-major_Axis: 6378137 Denominator_of_Flattening_Ratio: 298.257 Vertical_Coordinate_System_Definition: Altitude_System_Definition: Altitude_Datum_Name: North American Vertical Datum of 1988 Altitude_Resolution: 0.01 Altitude_Distance_Units: meters Altitude_Encoding_Method: Explicit elevation coordinate included with horizontal coordinates Entity_and_Attribute_Information: Detailed_Description: Entity_Type: Entity_Type_Label: profiles_spring_2001.dbf Entity_Type_Definition: DBASE IV file Attribute: Attribute_Label: Date Attribute_Definition: Date of the survey for each point of the beach profile. 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Distribution_Information: SMMS_Distribution_Name: Digital - beach profiles Distributor: Contact_Information: Contact_Person_Primary: Contact_Person: Peter Ruggiero Contact_Organization: United States Geological Survey Contact_Position: Coastal Engineer Contact_Address: Address_Type: mailing and physical address Address: Coastal and Marine Geology Program, MS-999, 345 Middlefield Road City: Menlo Park State_or_Province: CA Postal_Code: 94025 Country: USA Contact_Voice_Telephone: 650-329-5433 Contact_Facsimile_Telephone: 650-329-5190 Contact_Electronic_Mail_Address: pruggiero@usgs.gov SMMS_Contact_Email_Hyperlinked: false Hours_of_Service: Monday-Friday, 8:00 AM to 5:00 PM PST/PDT Distribution_Liability: Users must assume liability to determine the appropiate use of these data. This data set is not to be used for legal purposes. The Coastal Monitoring & Analysis Program, Washington State Department of Ecology should be acknowledged as the data source in products derived from these data. Please contact the Washington State Department of Ecology for more detailed information if required. Standard_Order_Process: SMMS_Distribution_Type: 2 Standard_Order_Process: Fees: May involve cost recovery for production of CD-ROM. Please contact Peter Ruggiero for additional information and report availability. Ordering_Instructions: Contact Peter Ruggiero at the US Geological Survey. SMMS_Distribution_Type: 1 Custom_Order_Process: Please contact Peter Ruggiero at the US Geological Survey for ordering information, or view the Southwest Washington Coastal Erosion Study Internet site at http://www.ecy.wa.gov/programs/sea/swces/index.htm for data download information. Available_Time_Period: Time_Period_Information: Single_Date/Time: Calendar_Date: 20030415 Time_of_Day: Unknown Metadata_Reference_Information: Metadata_Date: 20030415 Metadata_Review_Date: 20030415 Metadata_Future_Review_Date: Metadata_Contact: Contact_Information: Contact_Person_Primary: Contact_Person: George Kaminsky Contact_Organization: Coastal Monitoring & Analysis Program, Washington Department of Ecology Contact_Position: Environmental Engineer Contact_Address: Address_Type: mailing address Address: P.O. Box 47600 City: Olympia State_or_Province: WA Postal_Code: 98504-7600 Country: USA Contact_Voice_Telephone: 360-407-6797 Contact_Facsimile_Telephone: 360-407-6902 Contact_Electronic_Mail_Address: gkam461@ecy.wa.gov SMMS_Contact_Email_Hyperlinked: false Hours_of_Service: Monday-Friday, 8:00 AM to 5:00 PM PST/PDT Metadata_Standard_Name: FGDC Content Standards for Digital Geospatial Metadata Metadata_Time_Convention: local time Metadata_Security_Information: Metadata_Security_Classification: Unclassified