United States Environmental Protection Agency	Office of Research and Development

National Exposure Research Laboratory
Research Abstract

Government Performance Results Act Goal: Clean Water

Significant Research Findings:

Selection of Candidate Eutrophication Models for Total Maximum
Daily Loads Analyses in Support of the Clean Water Act

Scientific Problem and The effective assessment of water body impairment by nutrients
Policy Issues	requires modeling tools that can consider a broad range of variables

and processes. In many situations, nutrient fate cannot be represented
without consideration of various biotic variables and nutrient-biota
processes.

Section 303(d) of the Clean Water Act requires the development of
Total Maximum Daily Loads (TMDLs). A TMDL is an estimate of
the maximum pollutant loading from point and nonpoint sources that
receiving waters can accept without exceeding water quality standards.
Models are needed to characterize sources of nutrients and sediments
and their relative loadings. Models are also needed for streams, rivers,
lakes, and estuaries to predict how loadings of nutrients and sediments
may result in adverse impacts such as excessive algal blooms, low
dissolved oxygen, and related fish kills.

The National Exposure Research Laboratory has undertaken a study to
evaluate models for use in identifying TMDLs.

Research Approach The study objective was to identify and evaluate full-capability, water

quality-based receiving water models. Two high priority research
needs were identified, from which three lists were developed.

1.	A list of processes/variables needed for TMDL assessments
that are focused on eutrophication problems (eutrophication is
the process by which increases in mineral and organic nutrients
reduce the dissolved oxygen in a body of water, creating an
environment that is more favorable to plant life, such as algae,
than to animal life),

2.	A list of additional criteria for evaluating the potential
usefulness of the candidate models as tools for developing
TMDLs related to end points indicative of eutrophication, and

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3. A preliminary list of models useful for developing TMDLs
related to end points indicative of eutrophication.

From these lists, a four-step procedure was used to evaluate the
candidate models.

1.	Produce a study methodology.

2.	Present the results of the detailed model science, usage, and
application evaluation in the form of comparison matrices and
explanatory text.

3.	Document the comparison results of the eutrophication
capabilities of the receiving water quality models that provide a
means to evaluate nutrient (i.e, nitrogen, phosphorus, carbon)
cycling by considering water-quality based variables and
processes.

4.	Evaluate the potential of the selected receiving water quality
models for linkage with an overland flow model such as the
Hydrologic Simulation Program - FORTRAN (HSPF) to
provide a more versatile and comprehensive modeling system.

The model evaluation was comprised of three elements:
hydrodynamics, sediment, and nutrient cycling. Candidate models
were compared head-to-head using general criteria. Afterwards, more
subtle differences between similar models (e.g., 3-D models) were
identified using detailed analysis.

Three aspects of model support were evaluated: model application
aids, user support, and model usage. An additional area of model
comparison focused on model code and architecture issues that might
affect the ability to initially link the water quality models to watershed
models. A static analyzer was used to analyze the FORTRAN codes.

Results and
Implications

In total, over 60 models were eliminated from further consideration
because they failed to meet one or more of the evaluation criteria. Of
these, over 50 models were eliminated either because they did not
represent adequate water quality variables and processes or because
they did not include dynamic hydraulics. A handful failed the criterion
related to availability of code. A few reservoir or estuary models
failed the criterion that they must be multi-dimensional.

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Based on this detailed screening, seven models satisfied the minimum
requirements imposed by the screening criteria. These seven models,
and the type of water body they can most appropriately be applied to,
are the following:

HSPF-RCHRES: high-variability rivers and streams

CE-QUAL-RIV1: high-variability rivers and streams

WASP/DYNHYD5: high-variability rivers and streams, and one-
dimensional tidal estuaries

CE-QUAL-W2: narrow, stratified estuaries, lakes and coastal regions,
and high-variability rivers and streams

CH3D-WES: geometrically and dynamically complex water bodies

GLLVHT: geometrically and dynamically complex water bodies, and
vertically mixed, shallow estuaries, lakes, and coastal regions

EFDC: geometrically and dynamically complex water bodies, and
vertically mixed, shallow estuaries, lakes, and coastal regions

There is sufficient evidence to suggest that the science in the water
quality based models should start to migrate towards ecological end
points. With the close cooperation of the original model developers,
each code should be upgraded to reflect these processes. The relative
effort for each code is proportional to the size of the code. Model
upgrades that are done in conjunction with a migration towards
FORTRAN90/95 features (such as dynamic allocation of memory and
a more modular design) would be useful to allow more sharing of code
and use of standard utilities, although these benefits will be somewhat
offset by slightly less efficient code.

Publications

Research	The simulation strategy was designed and conducted by a research

Collaboration and team at National Exposure Research Laboratory' s Ecosystems

Research Division, which included Robert F. Carousel and support
from the Office of Water contract 68-C6-0009. The work was
presented at several TMDL workshops including workshops in
Chicago and San Diego. A five-series journal article was developed
based on this research and was submitted to the Journal of

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Environmental Engineering for peer review and publication.

Imhoff, J.C. and Carousel, R.F. "Selection of Candidate Eutrophication Models for
Total Maximum Daily Loads Analyses in Support of the Clean Water Act:
a) Study Methodology." J. Environmental Engineering (submitted).

Imhoff, J.C., Carousel, R.F., and Yager, R. "Selection of Candidate Eutrophication
Models for Total Maximum Daily Loads Analyses in Support of the Clean
Water Act: b) Model Comparison." J. Environmental Engineering
(submitted).

Imhoff, J.C., Carousel, R.F., and Yager, R. "Selection of Candidate Eutrophication
Models for Total Maximum Daily Loads Analyses in Support of the Clean
Water Act: c) Nutrient Enrichment Processes Comparison." J.

Environmental Engineering (submitted).

Imhoff, J.C., Carousel, R.F., Kittle, J.L., Jr., and Duda, P.B. "Selection of Candidate
Eutrophication Models for Total Maximum Daily Loads Analyses in
Support of the Clean Water Act: d) FORTRAN Code Comparison." J.

Environmental Engineering (submitted).

Imhoff, J.C., Carousel, R.F., Allison, J., and Yager, R. "Selection of Candidate
Eutrophication Models for Total Maximum Daily Loads Analyses in
Support of the Clean Water Act: e) Nutrient Enrichment Processes
Enhancements from an Ecological Perspective." J. Environmental
Engineering (submitted).

Future Research	The U.S. EPA's Office of Research and Development will be

supporting the EFDC model through the Center for Exposure
Assessment Modeling http://www.epa.gov/ceampubl/ at the Athens
Ecosystems Research Division.

Questions and inquiries can be directed to:

Robert F. Carousel

U.S. EPA, Office of Research and Development
National Exposure Research Laboratory
960 College Station Road
Athens, GA 30605

Phone: 228/688-1663
E-mail: carousel.robert@epa.gov

Contacts for

Additional

Information

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