TECHNICAL PAPERS
Jan 1, 1993

Validation of Three‐Dimensional Hydrodynamic Model of Chesapeake Bay

Publication: Journal of Hydraulic Engineering
Volume 119, Issue 1

Abstract

A time‐varying three‐dimensional numerical hydrodynamic model of Chesapeake Bay in Maryland has been developed to provide flow fields to a 3‐D water quality model of the bay. The water surface, 3‐D velocity field, salinity, and temperature are computed. Major physical processes affecting bay circulation and vertical mixing are modeled. A particular feature of the model is the solution of transformed equations on a boundary‐fitted grid in the horizontal plane. The 3‐D model has been validated through application to six data sets. The first three were about one month long each and represented a dry summer condition, a spring runoff, and a fall wind‐mixing event. The last three applications were yearlong simulations for 1984, 1985, and 1986. These years represent a wet, dry, and average freshwater inflow year, respectively. A major storm in November 1985 over the lower portion of the bay resulted in a 200‐year flood on the James River and served to demonstrate the ability of the model to simulate extreme events. Selected results from application to the fall 1983 data and from the yearlong simulations are presented here. These results demonstrate that the model is a good representation of the hydrodynamics of the Chesapeake Bay and its major tributaries.

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References

1.
Donaldson, C. duP. (1973). “Atmospheric turbulence and the dispersal of atmospheric pollutants.” Workshop on micrometeorology, D. A. Haugen, ed., Am. Meteorological Soc., Science Press, Boston, Mass., 313–390.
2.
Edinger, J. E., Brady, D. K., and Geyer, J. C. (1974). “Heat exchange and transport in the environment.” Report 14, EPRI Publication No. 74‐049‐00‐3, Electric Power Res. Inst., Palo Alto, Calif.
3.
Garratt, J. R. (1977). “Review of drag coefficients over oceans and continents.” Monthly Weather Rev., 105(7), 915–929.
4.
Johnson, B. H. (1980). “VAHM—a vertically averaged hydrodynamic model using boundary‐fitted coordinates.” Miscellaneous Paper HL‐80‐3, U.S. Army Engr. Wtrwys. Experiment Station, Vicksburg, Miss.
5.
Johnson, B. H., Kim, K. W., Heath, R. E., and Butler, H. L. (1991). “User's guide for the Chesapeake Bay three‐dimensional numerical hydrodynamic model.” Technical Report HL‐91‐1, U.S. Army Engr. Wtrwys. Experiment Station, Vicksburg, Miss.
6.
Johnson, B. H., Kim, K. W., Heath, R. E., and Butler, H. L. (1991). “Development and verification of a three‐dimensional numerical hydrodynamic, salinity, and temperature model of Chesapeake Bay,” Technical Report HL‐91‐7, Vols. 1 and 2, U.S. Army Engr. Wtrwys. Experiment Station, Vicksburg, Miss.
7.
Leonard, B. P. (1979). “A stable and accurate convective modeling procedure based on upstream interpolation.” Comp. Methods in Appl. Mech. and Engrg., 19(6), 59–98.
8.
Lewellen, W. S. (1977). “Use of invariant modeling.” Handbook of turbulence, W. Frost, ed., Vol. 1, Plenum Press, New York, N.Y., 237–280.
9.
Sheng, Y. P. (1982). “Hydraulic applications of a second‐order closure model of turbulent transport.” Applying research to hydraulic practice, P. Smith, ed., ASCE, New York, N.Y., 106–119.
10.
Sheng, Y. P. (1986). “A three‐dimensional mathematical model of coastal, estuarine and lake currents using boundary fitted grid,” Report No. 585, A.R.A.P. Group of Titan Systems, N.J., Princeton, N.J.
11.
Water‐data report MD‐83, (1984a). U.S. Geological Survey, Towson, Md.
12.
Water‐data report VA‐83, (1984b). U.S. Geological Survey, Richmond, Va.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 1January 1993
Pages: 2 - 20

History

Received: Aug 21, 1992
Published online: Jan 1, 1993
Published in print: Jan 1993

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Authors

Affiliations

Billy H. Johnson, Member, ASCE
Res. Hydr. Engr., U.S. Army Engr. Wtrwy. Experiment Station, Hydr. Lab., 3909 Halls Ferry Road, Vicksburg, MS 39180‐6199
Keu W. Kim
Res. Hydr. Engr., U.S. Army Engr. Wtrwy. Experiment Station, Coast. Engrg. Res. Center, 3909 Halls Ferry Road, Vicksburg, MS
Ronald E. Heath
Res. Hydr. Engr., U.S. Army Engr. Wtrwy. Experiment Station, Hydr. Lab., 3909 Halls Ferry Road, Vicksburg, MS
Bernard B. Hsieh
Res. Hydr. Engr., U.S. Army Engr. Wtrwy. Experiment Station, Hydr. Lab., 3909 Halls Ferry Road, Vicksburg, MS
H. Lee Butler
Chief, Res. Div., Coast. Engrg. Res. Center, U.S. Army Engr. Wtrwy. Experiment Station, 3909 Halls Ferry Road, Vicksburg, MS

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