Preface
Further review of NOAA Technical
Report 50: Rates of Vertical Displacement at Benchmarks in
the Lower Mississippi Valley and the Northern Gulf Coast
supported clarification of the following:
- The rates and computed elevations
in the study area covered by this report were derived through
the analysis of
leveling projects in the National Geodetic Survey (NGS)
database observed between 1920 and 1995. As such, it is
important to note that the vertical displacement rates in
NOAA Technical Report 50 may not reflect
the current rate of subsidence.
Present-day surveys and accurate GPS measurements, including
ties to Continuously Operating Reference Stations (CORS),
must be used to validate the rates before attempting to
determine elevations.
- The original leveling observations
used to compute subsidence rates in NOAA Technical
Report 50 were observed according to NGS procedures
and specifications for the specified order of accuracy and
class of survey. It is important to remember that the leveling
network is comprised of a multitude of level lines adjusted
to minimize errors while tying junctions together.
- The National Ocean Service tide
gauge data used in the analysis measures relative sea level
rise at a specific location and also depicts relative subsidence
within an area compared to a fixed water level datum. It
should be pointed out that factors such as number of years
of tide gauge records, short-term secular variation in water
levels, and differences in decadal water level trends which
are not related to the subsidence rates might be areas of
additional study that would prove useful to this study.
If you have questions or comments
regarding this report or webpage, please contact us (email).
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NOAA
Technical Report 50: Rates of Vertical Displacement at Benchmarks
in the Lower Mississippi Valley and the Northern Gulf Coast
PDF
NOTE: APPENDIX 3 – TABLE OF RATES,
ELEVATIONS, AND POSITIONS
Rates and computed elevations for benchmarks
in the subsidence network listed in APPENDIX 3 – Table
of Rates, Elevations, and Positions are neither final nor
publishable for vertical control. The subsidence rates have
been analyzed and validated for the base years spanned by
the historic leveling projects. While elevations derived using
these rates are likely better than the heights currently in
the National Spatial Reference System, there is no guarantee
that the subsidence rates are constant over time. Therefore,
vertical velocities must be validated independently when used
to extrapolate elevations into the future.
(Note: The following paragraph is a summary of how the Technical
Report fits into the Vertical Time Dependent Positioning plan.)
NOAA Technical Report 50: Rates of
Vertical Displacement at Benchmarks in the Lower Mississippi
Valley and the Northern Gulf Coast is the first step in the
development and implementation of Vertical Time-Dependent
Positioning (VTDP) plan. A joint effort between the Louisiana
Spatial Reference Center (LSRC) at Louisiana State University
(LSU) and NOAA’s National Geodetic Survey (NGS), the
VTDP plan will estimate and update NAVD 88 heights on a number
of benchmarks. These benchmarks, along with supporting programs
and documentation, will provide the vertical control for survey
work in subsidence areas. Derived from the modeling of empirical
data from historic leveling projects, the geoid and GPS observations,
the VTDP plan is an iterative approach to modeling and defining
vertical control in the dynamic state of Louisiana.
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Historic Leveling
(spreadsheet)
Multi-rate Tables -
Tables showing how the computed subsidence rates at benchmarks
vary between epochs
(see plots -- Appendix 4, Technical
Report 50).
Grand Isle to Raceland, LA (Route
1 and Route 308 corridor from Grand Isle to Raceland)
New Orleans to New Iberia, LA (US
90 corridor from New Orleans to New Iberia, LA)
Biloxi, MS to New Orleans, LA (US
90 corridor from Biloxi, MS into New Orleans, LA)
Kenner, LA to Jackson, MS (US
51 from Kenner, LA to Jackson, MS)
New Iberia to Iowa, LA (US
90 corridor from New Iberia to Iowa, LA)
Iowa, LA to Beaumont, TX
Chalmette to Venice, LA (Route
39 and US 11 from near Chalmette to Venice)
Most Recent Rate
(spreadsheet)
The "Most Recent Rate" Table is
a list of all the unique marks in the rates network and the most
recent rate computed
for each. The "base year" is the end of the epoch for
which the rates were computed, i.e., the date used in any extrapolation
(extrapolate at your own risk).
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