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  1. Quebec, Canada, was held fixed as the constraint, enabling NAVD 88 and the International Great Lakes Datum of 1985 to be one and the same. Now, other tide stations may have elevations other than zero. Since the establishment of NAVD 88, the preference has been for new flood hazard studies to be referenced to NAVD 88. 1.3. Other Vertical Datums

  2. Jul 12, 2018 · The North American Vertical Datum of 1988 (NAVD 88) is the vertical control datum established in 1991 by the minimum-constraint adjustment of the Canadian-Mexican-United States leveling observations. It held fixed the height of the primary tidal bench mark, referenced to the new International Great Lakes Datum of 1985 local mean sea level ...

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  4. NFIP Vertical Datum p. 7 Conversion Instructions. In the first example, the countywide conversion factor is -0.609. The elevation in NAVD 88 would be: 54.2 + -0.609 = 53.591 or 53.6 ft. Remember, if you add a negative number to the existing elevation, the resulting elevation will be a lower number.

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  5. Datum Ellipsoidal Datum Orthometric Datum Tidal Datum. Web VDatum is designed to vertically transform geospatial data among a variety of tidal, orthometric and ellipsoidal vertical datums - allowing users to convert their data from different horizontal/vertical references into a common system and enabling the fusion of diverse geospatial data ...

  6. Conversion between NAVD 88 and the commonly used NGVD 29 varies spatially; however, over most of the study area the following conversion can be used: NGVD 29 = NAVD 88 –3.6 feet. This conversion generally is accurate within about ± 0.5 feet for 95 percent of the study area.

  7. VERTCON 3.0 was a project whose intent was to create new “build software”, and use that software to build and release transformation grids capable of performing orthometric height transformations for a range of datums and regions in the National Spatial Reference System. Those new grids (and supporting information) are called VERTCON 3.0 ...

  8. Nov 4, 2020 · The NAVD 88 used some of the original data from 1929 but also re-leveled about 100,000 km. Originally scheduled to be completed in 1988, it was finished on June 15, 1991. The new datum produced fewer distortions than earlier vertical datums and more accurate elevations, according to Remondi.

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