Introduction
Data dealing with the materials of the seabed has significant levels of
uncertainty. This comes from the fact of sampling underwater, in
different weathers, using diverse vessels and equipment, problems of
sample transport and also spatial scales of observation, amongst other
factors.
Integrating seabed properties data requires that
uncertainties should be measured and allowed for in software, map
compiling, and statistics and should be acknowledged in downsteam
applications of the data. This web site summarises some of the findings
of an investigation of uncertainties for the dbSEABED system.
Gauging
the Uncertainties
To gauge the scales of uncertainty and investigate good ways of dealing
with uncertainty issues, raw datasets that involved some degree of
replication were collected from dbSEABED. That replication could be in
sampling, observation, and analysis, parameter intercomparison, or
spatial variability within sites and between sites.
The character of the seabed is a multi-parameter problem, and many
parameters are cross-related in measurement (e.g., porosity and
density) or in their final application (e.g., grainsize and
erodability). A method was sought to bring the uncertainties of the
sets of characters into a common basis. The problem has 3 dimensions:
(a) comparing between parameters, (b) consistency of measure across
environments (e.g., from shallow marine sands to abyssal muds), and (c)
ability to use with the sampling, analysis and reporting stages of
data.
The Coefficient of Variation (Vc) was investigated for suitability, but
was found wanting. For example, at the same absolute +uncertainty, say in phi,
Vc changes from sand to mud only because the average grainsize is
changed. Vc is also unstable around zero, important with the phi
grainsize scale. Thirdly, Vc is not comparable between parameters, and
is affected by offsets such as in P-wave velocities (1500m/s up). These
features made Vc an inappropriate choice for compiling uncertainties
across a multi-parameter, multi-environment database like dbSEABED.
To solve the problem the concept of Full Scale Deflection and Dynamic
Range was adopted from engineering. Range Scaled Variation (RSV) is a
scaling of a measure of variability or deviation (usually SD or RMS -
Standard Deviation, Root Mean Square) divided by the half the range of
plausible data values. That range is for instance, all values
encountered in sediments. Thus for p-wave velocities the range
approximates to 2000m/s (1500-3500) and an uncertainty of 50m/s scales
to 5% RSV. Obviously, when using RSV, each parameter range also needs
to be stated.
Magnitudes of Uncertainty
Scaled to terms of RSV, the variabilities
observed in diverse sets of seabed observations make sense (Figure 1).
Figure 1 shows some values, separated into classes of uncertainty:
- sampling: including disruption of a sample,
representativeness, etc
- measurement:
including with laboratory instrumentation, visual description,
electronic probes in situ
- validity:
which refers to the relevance of a measurement to a property, for
example of settling rates to grainsizes
- local spatial:
referring to the patchiness observed at a site
- spatial-temporal:
results variability between overlapping subsequent surveys
- wide spatial:
the unpredictability of results that are geographically separated by
>5km
Figure
1. Some magnitudes of uncertainties involved in sampling, measurement,
validity
and spatial separation, in units of Range Scaled Variation (RSV). Most
values are the mean RSV over numbers of
smaller datasets. The coded references are listed in Tables 1 and 2, or
mentioned in the text. In general, the measured uncertainties are about
~4% RSV.
An
example of the sampling issues is the probability effect with small
samplers of representing larger clast sizes (Ferguson and Paola ). The
magnitude depends on the match between sampler footprint and clast
sizes. Sampling effects also include differences of probe and corer
design and type (Mulhearn 2001; Laban 2000).
Amongst measurements, well constrained analyses
with the same machinery (tests of precision) have
RSV of order 2% whereas inter-instrumental
sets have RSV of 4-5% (tests
of accuracy) (e.g., data in Syvitski et
al. 1991). By employing samples that have
both a detailed analysis and a textural description it is possible to
gauge the uncertainties involved in word-based sediment description.
Many datasets exist where this can be done, for example Hollister
(1973). The result is that for a wide suite of gravel-mud types the RSV
based on RMS deviation is of order 3%.
Included in validity uncertainties are effects of calibration, such as
the temperature/pressure state for determinations of geomaterial p-wave
velocities (Shumway 1958). Another example lies in the relationship
between the different reported central grainsizes: moment. median, and
Folk and Inman 'Mean' grainsizes.
Spatial variabilities can be scaled
in the same way, using the semivariance (actually [2*semivariance]^0.5)
in place of SD. A range of measured values for the variation at one
site - usual dimensions about 100m - is shown in Figure 1, (yellow)
covering variables VsVo, acoustic attenuation, phi grain size,
porosity, density, silt fraction. Measured values for spatial variance
over larger distances are shown (red, Figure 1) also. They are the
source of the major uncertainties on maps of seabed properties.
References
Hollister, C.D., 1973. Atlantic continental shelf and
slope of the United States
-
texture of surface sediments from New Jersey
to southern Florida.
U.S.
Geological Survey Professional Paper 529-M, 23 p.
Jenkins, C. J. (Subm.). Quantifying
the uncertainty in marine substrate mappings. [Continental Shelf
Research.]
Laban, C., 2000. Comparison of
sampling and grain-size analysis methods. In: Seabed News,
July
2000, 3-6. Southhampton Oceanography Centre, Southhampton, UK.
[WWW page, http://www.eu-seased.net/services/issue1/_pages/page6.html].
Mulhearn P.J., 2001.
Influences of Penetrometer Probe Tip Geometry on Bearing Strength
Estimates for
Mine Burial Prediction. DSTO Technical
Report, DSTO-TR-1285, 22p. Maritime Operations Division,
Aeronautical and
Maritime Research Laboratory, Defence Science and Technology
Organization, Melbourne,
Australia.
Shumway, G.,
1958. Sound Velocity vs. Temperature in Water Saturated Sediments. Geophysics, 23, 494-505.
Syvitski, J.P.M.,
LeBlanc, K.W.G., Asprey, K.W., 1991. Interlaboratory, interinstrument
calibration experiments, in: Syvitski, J.P.M. (Ed.), 1991.
Principles,
methods, and application of particle size analysis. Cambridge
Univ. Press, Cambridge, UK,
pp. 174-193.
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