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                                          <gmd:URL>http://dx.doi.org/10.14509/22722</gmd:URL>
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                              <gmd:CI_Address>
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                              <gco:CharacterString>Please view our website (http://www.dggs.alaska.gov) for the latest information on available data. Please contact us using the e-mail address provided above when possible.</gco:CharacterString>
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                  <gco:CharacterString>Vertical accuracy refers to the elevation difference between measured GPS control data and lidar bare-earth digital elevation models. Project specifications require the root mean square vertical offset to be less than 0.2 meters. Please see the lidar QC report and lidar delivery report for specific information about accuracy and quality of lidar data, including a comparison of GCP elevations with bare-earth digital elevation model elevations.</gco:CharacterString>
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                  <gco:CharacterString>Lidar returns have been examined to ensure that data from overlapping flight lines have consistent elevation values. Project specifications require that lidar consistency, measured as vertical offsets of data between adjacent flight lines, must average less than 0.15 meters. Flight lines have been examined to ensure that there was at least 60% sidelap and that there are no data gaps. All file naming conventions and formats have been checked for consistency. Refer to the lidar QC report and the lidar delivery report for statistics from consistency analyses of individual delivery sets.</gco:CharacterString>
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                        <gco:CharacterString>Acquisition: The lidar data were collected between September and October 2010 and between May and July 2011. The survey used the Leica ALS60 system. Near-nadir scan angles were used to increase penetration of vegetation to ground surfaces. Ground-level GPS and aircraft IMU were collected during the flight.</gco:CharacterString>
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                        <gco:CharacterString>Processing lidar data: (1) Flight lines and data were reviewed to ensure complete coverage of the study area and positional accuracy of the laser points. (2) Laser point-return coordinates were computed using ALS Post Processor software, IPAS Pro GPS/INS software, and Waypoint GPS, based on independent data from the lidar system, IMU, and aircraft. (3) The raw lidar file was assembled into flight lines per return with each point having an associated x, y, and z coordinate. (4) Visual inspection of swath-to-swath laser point consistencies in the study area were used to perform manual refinements of system alignment. (5) Custom algorithms were designed to evaluate points between adjacent flight lines. Automated system alignment was computed based on randomly selected swath-to-swath accuracy measurements that consider elevation, slope, and intensities. Specifically, refinement in the combination of system pitch, roll, and yaw-offset parameters optimize internal consistency. (6) Noise (e.g., pits and birds) was filtered using ALS post-processing software, based on known elevation ranges, and included the removal of any cycle slips.</gco:CharacterString>
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               <gmd:processStep>
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                        <gco:CharacterString>A metadata file has been written to document and describe, as a whole, the entirety of the all point files generated for this project.</gco:CharacterString>
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                     <gmd:dateTime>
                        <gco:DateTime>2012-01-01T00:00:00</gco:DateTime>
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                                    <gco:Date>209-20-08</gco:Date>
                                 </gmd:date>
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