164
Study Name:
Survey Type:
NLDS-1992
Bathymetry
Survey Name:
NLDS-1992 MASTERDelNorte Bathymetry
Disposal Site:

NLDS (1977-1995)

Start Date: 8/7/1992 End Date: 8/9/1992 Collector:
SAIC
Process Description A Seabird Instruments, Inc. SEACAT SBE 19-01 Conductivity, Temperature, and Depth (CTD) probe

was used to obtain sound velocity measuremetns at the start, midpoint and end of each survey day.

The data collected by the CTD is used to calculate the mean sound velocity and calibrate the

Fathometer. The data are also tide corrected during post survey processing using near real time
Logical Consistency The precise navigation required for all field operations was provided by the SAIC Integrated

Navigation and Data Acquisition System (IDAS). This system uses a Hewlett-Packard 9920 Series

computer to collect position, depth, and time data for subsequent analysis as well as provide real-
Attribute Accuracy Bathymetric surveys are conducted using an integrated navigation system and a Hewlett-Packard

9920 Series computer to collect position, depth, and time data for subsequent analysis as well as

provide real-time navigation. Depth measurements collected during this survey were made using an

ODOM DF3200 Echotrac Survey Fathometer with a narrow beam. This system operates at a

frequency of 208 kHz and measured depth to a resolution of 3.0 cm, with an accuracy of +/- 10 cm
Horizontal Accuracy Horizontal positions were determined to an accuracy of +/- 3 meters from ranges provided by a Del

Norte Model 542 Trisponder System. Shore stations were established over known benchmarks.
Vertical Accuracy Depth measurements collected during this survey were made using an ODOM DF3200 Echotrac

Survey Fathometer. This system operates at a frequency of 208 kHz and measured depth to a

resolution of 3.0 cm, with an accuracy of +/- 10 cm at these depths.
Depth Datum Name Mean lower low water
Depth Distance Units cm
Use Constraints This data was collected and processed for a specific U.S. Army Corps of Engineers activity and

indicates the general existing conditions at the time of collection. As such, the data are only valid for

their intended use, content, time, and accuracy specifications. The user is responsible for the

results of any application of the data for other than the intended purpose.
Contact Person Tom Fredette, Ph.D. Program Manager, US Army Corps of Engineers, New England District

696 Virgina Road, Concord, MA, 01742-2751, Phone:(978) 318-8291 Fax:(978) 318-8303

thomas.j.fredette@usace.army.mil