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ASTM Selected Technical Papers
Contaminated Sediments: Characterization, Evaluation, Mitigation/Restoration, and Management Strategy Performance
By
J Locat
J Locat
editor
1
Laval University (CGS)
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RG Cloutier
RG Cloutier
editor
2
Laval University (CSCE, ASTM)
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R Chaney
R Chaney
editor
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K Demars
K Demars
editor
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ISBN-10:
0-8031-3466-5
ISBN:
978-0-8031-3466-9
No. of Pages:
334
Publisher:
ASTM International
Publication date:
2003

This paper describes numerical modeling of hydrodynamic circulation and cohesive sediment transport in Hartwell Lake, South Carolina/Georgia, a U.S. Army Corps of Engineers (USACE) hydropower and flood control reservoir. A U.S. Environmental Protection Agency (EPA) “Superfund” site is located on a tributary to the lake because of high concentrations of polychlorinated biphenyls (PCBs) in the lake sediments. The primary objective of this study involves prediction of depositional zones for sediments transported within the reservoir.

The EFDC (Environmental Fluid Dynamics Code) model developed by Hamrick (1996) is used to describe lake hydrodynamics and sediment fate. Historical records of wind and flow were used to determine frequencies of occurrence and representative conditions for prediction of long-term deposition zones for sediment transported by the flow.

Sensitivity of hydrodynamic processes to model parameters were investigated and wind was found to be the major force driving the circulation. Model results for cases with realistic long-term forcing indicated likely zones of sediment deposition, useful for mitigation of pollution problems as well as predictions of reservoir lifetime and development of maintenance schemes.

1.
Clearwater
,
1997
,
PCB Contamination Of The Hudson
: addressed at http://www.clearwater.org/news/hazard.html.
2.
Elzerman
,
A. W.
,
Farley
,
K. J.
,
Dunnivant
,
F. M.
, and
Cooper
,
C.
,
1994
, “
Predicting the Future Fate of PCBs in Lake Hartwell
,” Technical Completion Report, Gl588-03, submitted to
U.S. Department of the Interior, U.S. Geological Survey
Reston, VA.
3.
EPA
,
1991
,
Sangamo-Weston Inc./Twelve-Mile Creek/Lake Hartwell PCB Contamination
: addressed at http://www.epa.gov/oerrpage/superfund/sites/npl/nar486.htm
4.
Hamrick
,
J. M.
,
1996
, “
User's Manual for the Environmental Fluid Dynamics Computer Code
,” Special Report No. 331,
The College of William and Mary
, Gloucester Point, VA.
5.
Hamrick
,
J. M.
, and
Wu
,
T. S.
,
1997
, “
Computational Design and Optimization of the EFDC/HEM3D Surface Water Hydrodynamic and Eutrophication Models
,”
Next Generation Environmental Model and Computational Methods
,
Delich
G.
and
Wheeler
M. F.
, eds.,
Society of Industrial and Applied Mathematics
,
Philadelphia
, pp. 143–161.
6.
Ji
,
Z. G.
,
Morton
,
M. R.
, and
Hamrick
,
J. M.
,
2000
, “
Modeling Hydrodynamic and Sediment Processes in Morro Bay
,”
Estuarine and Coastal Modeling: Proceedings, 6th International Conference
,
Spaulding
M. L.
and
Butler
H. L.
, eds.,
ASCE
,
New York
, pp. 1035–1054.
7.
Ji
,
Z. G.
,
Morton
,
M. R.
, and
Hamrick
,
J. M.
,
2001
, “
Wetting and Drying Simulation of Estuarine Processes
,”
Estuarine, Coastal Shelf Science
,
53
, pp. 683–700.
8.
Jin
,
K. R.
,
Hamrick
,
J. H.
, and
Tisdale
,
T.
,
2000
, “
Application of a Three-Dimensional Hydrodynamic Model for Lake Okeechobee
,”
Journal of Hydraulic Engineering
,
126
(
10
), pp. 758–771.
9.
Jin
,
K. R.
, and
Ji
,
Z. G.
,
2001
, “
Calibration and Verification of a Spectral Wind-Wave Model for Lake Okeechobee
,”
Journal of Ocean Engineering
,
28
, pp. 571–584.
10.
Jin
,
K. R.
,
Ji
,
Z. G.
, and
Hamrick
,
J. M.
,
2002
, “
Modeling Winter Circulation in Lake Okeechobee, Florida
,”
Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE
,
128
(
3
), pp. 114–125.
11.
Kim
,
S.
,
Wright
,
D. L.
,
Maa
,
J.
, and
Shen
,
J.
,
1997
, “
Morphodynamic Responses to Extratropical Meteorological Forcing on the Inner Shelf of the Middle Atlantic Bight: Wind Wave, Currents and Suspended Sediment Transport
,”
Estuarine and Coastal Modeling: Proceedings, 5th International Conference
,
Spaulding
M. L.
and
Butler
H. L.
, eds.,
ASCE
,
New York
, pp. 456–466.
12.
Kuo
,
A.Y.
,
Shen
,
J.
, and
Hamrick
,
J. M.
,
1996
, “
The Effect of Acceleration on Bottom Shear Stress in Tidal Estuaries
,”
Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE
,
122
(
2
) pp. 75–83.
13.
Shen
,
J.
,
Boon
,
J.
, and
Kuo
,
A. Y.
,
1999
, “
A Numerical Study of a Tidal Intrusion Front and Its Impact on Larval Dispersion in the James River Estuary, Virginia
,”
Estuaries
,
22
(
3
), pp. 681–692.
14.
Shen
,
J.
, and
Kuo
,
A. Y.
,
1999
, “
Numerical Investigation of an Estuarine Front and Its Associated Eddy
,”
Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE
,
125
(
3
), pp. 127–135.
15.
Tetra Tech
,
1999
, “
Theoretical and Computational Aspects of Sediment Transport in the EFDC Model
,” Technical Report Prepared for U.S. Environmental Protection Agency,
Tetra Tech, Inc.
, Fairfax, Va.
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