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Data Acquisition and Processing Report (DAPR) - Center for Coastal ...

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emoved remaining fliers, as well as down-sloping beams where the survey lines crossed<br />

over the reef escarpment providing unreliable soundings.<br />

The Hips Subset Editor <strong>and</strong> BASE surface creation were the second phase of<br />

editing. Subset editing enabled the hydrographer to evaluate each swath against its<br />

neighboring swath while identifying potential tidal <strong>and</strong> motion artifacts. The verification<br />

<strong>and</strong> alignment of features from adjacent lines also confirmed sensor offsets. BASE<br />

surfaces were created to illustrate adequate sonar coverage <strong>and</strong> to also identify systematic<br />

errors or artifacts within the data set. The Bathymetry Associated with Statistical Error<br />

(BASE) surfaces created from the merged <strong>and</strong> TPE calculated soundings are georeferenced<br />

images of a weighted mean surface. The BASE surface uses a combination of<br />

range, uncertainty <strong>and</strong> swath angle weights to assign nodes depth values to create an<br />

image of the seabed surface. The BASE surface images were reviewed with multiple<br />

resolutions, sun angles, sun azimuths <strong>and</strong> vertical exaggerations. The BASE surface<br />

routine produced images representing depth, shoal-biased depth, deep-biased depth, mean<br />

depth, st<strong>and</strong>ard deviation, sounding density, <strong>and</strong> depth uncertainty. During acquisition in<br />

the field editing steps were expedited to create BASE surfaces to confirm adequate<br />

multibeam coverage <strong>for</strong> each survey area <strong>and</strong> to identify ROV transects. The contract<br />

Lead Hydrographer completed final processing of the datasets after field operations. This<br />

included the re-application of sound velocity profiles adjusted by Reson B.V. to try <strong>and</strong><br />

compensate <strong>for</strong> beam steering inaccuracies <strong>and</strong> the application of final tides. Refer to<br />

Appendix F <strong>for</strong> a multibeam processing flow chart. The following two images depict the<br />

areas surveyed by the BASE depth surface.<br />

Fig 4: 2009 bathymetry coverage, 20 km 2 , shown as 8m grid, SE of Isla De Culebra, E Puerto Rico.<br />

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