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

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APPENDIX J: CO-OPS Tide Requirements, Tide Note and Correspondence 94
WATER LEVEL INSTRUCTIONS M-I905-NF-2009 U.S. Virgin Islands and Puerto Rico (1/8/2009 CFL) 1.0. TIDES AND WATER LEVELS 1.1. Specifications Tidal data acquisition, data processing, tidal datum computation and final tidal zoning shall be performed utilizing sound engineering and oceanographic practices as specified in National Ocean Service (NOS) Hydrographic Surveys Specifications and Deliverables (HSSD), dated April 2007, and OCS Field Procedures Manual (FPM), dated March 2007. Specifically reference Chapter 4 of the HSSD and Sections 1.5.8, 1.5.9, 2.4.5, and 3.4.2 of the FPM. 1.2. Vertical Datums The tidal datums for this project are referenced to Chart Datum, Mean Lower Low Water (MLLW) and Mean High Water (MHW). Soundings are referenced to MLLW and heights of overhead obstructions (bridges and cables) are referenced to MHW. The operating National Water Level Observation Network (NWLON) stations at Vieques, PR (975-2695), Culebra, PR (975-2235), and Charlotte Amelie, VI (975-1639) will serve as datum control for the survey area including determination at each subordinate station. Therefore, it is critical that these stations remain in operation during all periods of hydrography. 1.2.1. Water Level Data Acquisition Monitoring The Commanding Officer (or Team Leader) and the Center for Operational Oceanographic Products and Services (CO-OPS) are jointly responsible for ensuring that valid water level data are collected during periods of hydrography. The Commanding Officer (or Team Leader) is required to monitor the pertinent water level data via the CO-OPS Web site at http://tidesandcurrents.noaa.gov/hydro.shtml, email data transmissions through TIDEBOT, or through regular communications with CO-OPS/Requirements and Development Division (RDD) personnel before and during operations. During traditional non duty hours, the Commanding Officer/Team Leader may contact the Continuous Operational Real-Time Monitoring System (CORMS) watch stander who is available 24 hours/day - 7 days/week for assistance in assessing the status of applicable water level station operation. The CORMS watch stander may be contacted either by phone at 301-713-2540 or by Email: CORMS@noaa.gov. Problems or concerns regarding the acquisition of valid water level data identified by the Commanding Officer/Team Leader shall be communicated with CO-OPS/RDD (Tom Landon, 301-713-2897 ext. 191, Email: Thomas.Landon@noaa.gov on the East Coast) to coordinate the appropriate course of action to be taken such as gauge repair and/or developing contingency plans for hydrographic survey operations. In addition, CO-OPS is required to coordinate with the 95
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Data Acquisition & Processing Repor
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Table of Contents I. Background....
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III. Equipment Vessel The NOAA Ship
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Vessel Positioning & Orientation Th
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emoved remaining fliers, as well as
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V. Corrections to Echo Soundings In
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with the Trimble DMS 132 receiver.
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Static draft observations were made
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Assessment of Sensor Calibrations E
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Approval Sheet (Separate Signed Doc
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EM1002 installation parameters NOAA
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EM1002 runtime parameters NOAA SHIP
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Hydrographic Systems Inventory Crui
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POS/MV Set-up EM1002 COM1 Baud Rate
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Gps Receiver ConfiguratioinPrimary
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talker ID $IN Roll Sense Port Up Pi
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Baseline Vector -2.259 0.024 -0.002
Page 47 and 48: APPENDIX E: Vessel Configurations &
Page 49 and 50: Manufacturer: Model: em1002 Serial
Page 51 and 52: Entry 3) Draft: 0.002 Speed: 7.911
Page 53 and 54: DeltaY: 0.811 DeltaZ: 1.676 SVP #2:
Page 55 and 56: Offset: 0.000 Manufacturer: (null)
Page 57 and 58: Pitch Offset: 0.000 Roll Offset: 0.
Page 59 and 60: Detailed Discussion of Error Estima
Page 61 and 62: Sound Velocity Measured Error: 0.05
Page 63: APPENDIX F: CARIS Processing Flow C
Page 70 and 71: U.S. Department of Commerce Nationa
Page 72: DESCRIPTION NORTHING* EASTING* ELEV
Page 78 and 79: APPENDIX I: Multibeam Calibration P
Page 80 and 81: Pre-calibration Survey Information
Page 82 and 83: Dynamic Draft Survey (Vessel waterl
Page 84 and 85: The hydrographer performed the bias
Page 86 and 87: Caris Vessel Configuration File Nam
Page 88 and 89: Pre-calibration Survey Information
Page 90 and 91: Dynamic Draft Survey (Vessel waterl
Page 92 and 93: Tide Correction Predicted tides app
Page 96 and 97: Commanding Officer (or Team Leader)
Page 98 and 99: “I905NF2009CORP” for this proje
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Page 108 and 109: APPENDIX K: CARIS Quality Control R
Page 110 and 111: BASE Surface QC Report H12006 -----
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Page 114 and 115: APPENDIX M: NF-09-01-USVI Cruise In
Page 116 and 117: 21 March (Saturday): VIP Boarding:
Page 118 and 119: (latency) between the time position
Page 120 and 121: the bridge. Once the ship is on sta
Page 122 and 123: Clearance needs to be obtained to c
Page 124 and 125: OMAO.Customer.Satisfation@noaa.gov
Page 126 and 127: Figure 1: Puerto Rico Priority (mul
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