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Subsections
In the present form, the SRSM includes modules for the transformation of
probability distributions commonly used to represent uncertainties in the
inputs of environmental and biological models. The transformations are
listed in Table 3.1. However, this list is not extensive,
since model inputs can follow one of several other distributions. In order
to extend this list, the methods outlined for transforming random variables
that follow empirical distributions (Section 3.2.3) and
for transforming random variables that are correlated
(Section 3.2.4) can be incorporated into the SRSM tool.
The SRSM calculates probability density functions (pdfs) to quantify
the uncertainties in model outputs. Additionally, several other statistical
metrics, such as the cumulative density function, moments of the output
metrics, and percentile estimates, can be calculated. This can be
accomplished by following the techniques outlined in
Section 3.5.
Finally, the methods for calculating correlations between outputs and
between an input and an output, presented in Section 3.5,
can also be incorporated into the SRSM tool. This would facilitate the
identification of individual contributions of model inputs to the
uncertainties in model outputs, in a more rigorous manner than that
presented in relation to the case study in Chapter 5
(Table 5.2).
These improvements could further enhance the already wide range of
applicability of the SRSM.
Furthermore, the same improvements translate into the improvements in the
SRSM-ADIFOR method, and even in the wed-based SRSM tool.
Further rigorous, statistically based evaluation of the SRSM and the
SRSM-ADIFOR, that would be based not only on the pdfs of model outputs, but
also on the moments, cumulative densities, percentiles and correlation
coefficients, would aid in the wider acceptance of this
method. Additionally, application of the SRSM and the SRSM-ADIFOR to more
complex models could also aid in the identification of areas where these
methods could be further improved.
The case study for the evaluation of the SRSM with a groundwater model
showed certain limitations in the application of the SRSM to models with
discontinuous probability distributions. Transport-transformation models
sometimes have constraints on the values the model inputs can assume; often,
the constraints are based on the values of other model inputs. For instance,
the sample value of random input
may affect the range from which
another random input
is sampled. While many constraints are defined
in terms of joint pdfs, in some cases, the constraints could follow a
discontinuous pattern. For example, the diameter and porosity of a particle
may not assume certain combinations in the EPACMTP model
(Chapter 5).
The Monte Carlo method can address such constraints by following the rules
listed below:
- generate sample point by randomly sampling all inputs from their
respective distributions ignoring constraints,
- ignore the sample point if any constraints are not satisfied, and
repeat the above step till an acceptable sample point is obtained,
- run the model at the accepted sample point,
- repeat the above procedure till required number of sample points are
obtained, and
- statistically analyze the model outputs corresponding to all the
sample points.
It must be noted that samples are drawn from the given pdfs, and they
also obey the constraints. That is an advantage of using Monte Carlo
methods in a brute-force manner.
In the SRSM, such an approach does not appear to be readily applicable,
because the inputs are represented as algebraic functions of the srvs.
This means that the inputs have pdfs that are continuous and well behaved
(as opposed to the actual pdfs which are discontinuous). One possible
approach that could be followed is suggested here:7.1
- express inputs in terms of srvs, ignoring constraints,
- approximate the outputs using the polynomial chaos expansions, and
- generate the sample points for the srvs without considering the
constraints,
- estimate the unknown coefficients in the series expansion through
regression on the model outputs at these sample points, and
- calculate the statistical properties of the model outputs from the
srvs using the methods listed in Chapter 3.5 and in
the process rejecting the combinations of srvs that do not obey the
constraints.
One potential focus of the future efforts could be on the evaluation of this
approach, in
addition to the identification of other techniques to address uncertainty
propagation under constraints.
The SRSM, in its present form addresses only random variables, i.e., random
quantities that do not vary with time or space. From the perspective of the
uncertainties that occur in the nature, the random variables are analogous
to points in a multi-dimensional space. Random processes and random fields
are generalizations of random variables to multi-dimensional spaces.
A random process can be considered as a function of time in the random
space, as
where
denotes the time dimension, and
is used to denote the
randomness. Here, a particular realization of
can be considered as a
deterministic function
,
where
denotes one
realization of the various possible functions that the random process
can assume. Further, at a given time,
,
reduces to a random
variable. The relationship between random processes, random variables,
deterministic functions, and deterministic variables can be summarized as
follows [160]:
-

)
is a stochastic process, or a family of time
functions,
-

,
)
is a random variable,
-
)
is a single time function, and
-

,
)
is a single number.
Similarly, random fields are random functions of spatial coordinates and
time. Random processes and random fields are common in environmental and
biological systems: for example, the flow rates or emissions from a point
source are random processes, and emissions from area sources, wind patterns
over a domain are examples of random fields. Further research could focus on
extending the
SRSM so that it can address uncertainty propagation involving
model inputs defined by random processes and random fields.
Characterization of uncertainty associated with the evaluation data is an
important component of a comprehensive uncertainty analysis. The
uncertainties in the evaluation data may sometimes in fact impact the
selection of an appropriate model from a set of alternative models.
Comparisons of parametric and evaluation data uncertainties can provide
insight into where available resources must be focused (input data versus
evaluation data). Various techniques (such as those used in the
spatio-temporal analysis of environmental data, e.g., Vyas and
Christakos [36,210]) could be explored for their
potential to improve the characterization of uncertainties in environmental
databases that are used to evaluate transport-transformation models.
Footnotes
- ... here:7.1
- This approach
has not been tested, and its applicability is still unknown.
Next: Bibliography
Up: 7. CONCLUSIONS AND DISCUSSION
Previous: 7.3 Consideration of Uncertainties
Sastry S. Isukapalli
1999-01-19