Abstract
Two-dimensional hydrodynamic and transport models were used to simulate tidal and subtidal circulation, residence times, and the longitudinal distributions of conservative constituents in New Bedford Harbor, Massachusetts, before and after a hurricane barrier was constructed. The results indicated that the barrier altered circulation patterns in its immediate vicinity and enhanced mixing up to 1.5 km to its north and south. Although the barrier did not significantly affect the longitudinal distributions of conservative constituents, it increased their average residence times in the harbor by up to 30% and their local residence times by 5% to 180%.
Similar content being viewed by others
Literature Cited
Abdelrhman, M. A., B. J. Bergen, andW. G. Nelson. 1998. Modeling of PCB concentrations in water and biota (Mytilus edulis) in New Bedford Harbor, Massachusetts.Estuaries 21: 435–448.
Abdelrhman, M. A. andE. H. Dettmann. 1997. Two-dimensional modeling of current circulation and contaminant transport in surface waters, p. 117–123.In G. Delic (ed.), Next Generation Environmental Models and Computational Methods. Society of Industry and Applied Mathematics, Philadelphia, Pennsylvania.
Apicella, G., R. Norris, J. Newton, W. Ewald, andA. Forndran. 1994. East River modeling of water quality for multiple-project assessment, p. 235–248.In M. Spaulding (ed.), Proceedings of the Third International Conference-Estuarine and Coastal Modeling III. The American Society of Civil Engineers, New York.
Applied Science Associates, Inc. 1987. Selected studies of PCB transport in New Bedford Harbor. Technical Report (ASA, 86-18), Submitted to Ropes and Gray, Inc. Applied Science Associates, Inc., Narragansett, Rhode Island.
Aubrey, D. 1995. Estimation of flushing rates in selected Buzzards Bay embayments. Prepared by Aubrey Consulting Incorporated, Cataumet, Massachusetts, for Buzzards Bay Project, Marion, Massachusetts.
Battelle. 1990. Modeling of the transport, distribution, and fate of PCBs and heavy metals in the Acushnet River/New Bedford Harbor/Buzzards Bay system. Submitted to Ebasco Services, Inc., by Battelle Memorial Institute, Duxbury, Massachusetts.
BOSS International. 1995. BOSS SMS, Hydrodynamic Modeling Reference Manual. BOSS Corporation, Madison, Wisconsin.
Ellis, J. P., B. C. Kelley, andC. P. Summerhayes. 1977. Data File: New Bedford Harbor, Massachusetts. Technical report WHOI-77-73. Department of Commerce, National Oceanic and Atmospheric Administration-Sea Grant. Woods Hole Oceanographic Institution. Woods Hole, Massachusetts.
Gadoury, R. A., R. S. Socolow, D. J. Kent, andJ. P. Russell. 1989. Water Resources Data, Massachusetts and Rhode Island, Water Year 1987. U.S. Geological Survey-Data Report MA-RI-87-1. U.S. Department of the Interior, Boston, Massachusetts.
Geyer, W. R. andP. Dragos. 1988. Hydrodynamic baseline measurements in New Bedford Harbor. Report WHOI-90-54. Camp Dresser and McKee, Inc., Department of Ocean Engineering. Woods Hole Oceanographic Institution, Woods Hole, Massachusetts.
Geyer, W. R. andW. D. Grant. 1986. A field study of the circulation and dispersion in New Bedford Harbor. Final Report. Battelle Laboratories, Duxbury, Massachusetts. Woods Hole Oceanographic Institution, Woods Hole, Massachusetts.
Hinz, S. C., N. Katopodes, P. L. Freedman, M. P. Sullivan, andS. A. Freudberg. 1989. Modeling residual chlorine in the Potomac estuary, p. 229–238.In M. Spaulding (ed.), Proceedings of the First International Conference-Estuarine and Coastal Modeling. The American Society of Civil Engineers, New York.
Joshi, P. B. andR. B. Taylor. 1983. Circulation induced by tidal jets.Journal of Waterway, Port, Coastal and Ocean Engineering 109:445–464.
King, I. P. 1988. RMA2- A Two Dimensional Finite Element Model for Flow in Estuaries and Streams, Version 4.2. Resource Management Associates, Lafayette, California.
King, I. P. andR. R. Rachiele. 1989. RMA4-A Two Dimensional Finite Element Water Quality Model, Version 3.0. Resource Management Associates, Lafayette, California.
Linsley, R. K. andJ. B. Franzini. 1979. Water-Resources Engineering, McGraw-Hill Book Company, New York.
MassGIS. 1993. MassGIS Data Layer Descriptions and Guide to User Services. Massachusetts Geographic Information System Executive Office of Environmental Affairs, Boston, Massachusetts.
Miller, R. L. andB. F. McPherson. 1991. Estimating estuarine flushing and residence times in Charlotte Harbor, Florida, via salt balance and a box model.Limnology and Oceanography 36: 602–612.
Nelson, W. G., B. J. Bergen, S. J. Benyi, G. Morrison, R. A. Voyer, C. J. Strobel, S. Rego, G. Thursby, andC. E. Pesch. 1996. New Bedford Harbor long-term monitoring assessment report: baseline sampling. EPA/600/R-96/097. U.S. Environmental Protection Agency, National Health and Environmental Effects Research Laboratory, Atlantic Ecology Division, Narragansett, Rhode Island.
National Oceanic and Atmospheric Administration. 1986. Chart No. 13230, 7th edition, United States East Coast, Massachusetts, Buzzards Bay. U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, Washington, D.C.
National Oceanic and Atmospheric Administration. 1994. Tide Tables 1995, High and Low Water Predictions, East and West Coast of North America, including Greenland. U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, Washington, D.C.
Norton, W. R., I. P. King, andG. T. Orlob. 1973. A finite element model for Lower Granite Reservoir. Water Resources Engineering, Inc., Walnut Creek, California.
Pond, S. andG. Pickard. 1986. Introductory Dynamical Oceanography, 2nd edition. Pergamon Press, New York.
Richmond, M. C., L. F. Hibler, T. E. Michener, M. L. Kemner, D. S. Trent, andY. Onishi. 1989. Long-term fate of PCB contamination in the New Bedford Harbor, Massachusetts, system, p. 72–81.In M. Spaulding (ed.), Proceedings of the First International Conference-Estuarine and Coastal Modeling. The American Society of Civil Engineers, New York.
Schneider, W. 1981 Flow induced by jets and plumes.Journal of Fluid Mechanics 108:55–65.
Signell, R. P. 1987. Tide and wind-forced currents in Buzzards Bay. Massachusetts. Technical report WH-87-15, Woods Hole Oceanographic Institution, Woods Hole, Massachusetts.
Signell, R. P. andW. R. Geyer. 1990. Numerical simulation of tidal dispersion around a coastal headland, p. 210–222.In R. T. Cheng (ed.), Coastal and Estuarine Studies, Residual Current and Long-Term Transport. Springer-Verlag, New York.
Stigebrandt, A. 1980. Some aspects of tidal interaction with fjord constrictions.Estuarine and Coastal Marine Science 11:151–166.
Stigebrandt, A. 1992. Bridge-induced flow reduction in sea straits with reference to effects of a planned bridge across Öresund.Ambio 21:130–134.
Summerhayes, C. P., J. P. Ellis, andP. Stoffers. 1985. Estuaries as sinks for sediment and industrial waste—A case history from the Massachusetts coast, p. 1–47.In H. Fuchtbauer, A. P. Lisitzyn, J. D. Milliman, and E. Seibold (eds.), Contributions to Sedimentology. E., Schweizerbart’sche Verlagsbuchhandlung, Stuttgart.
Teeter, A. M. 1989. Modeling and data uses in hydraulic transport investigations, New Bedford Estuary, Massachusetts, p. 50–59.In M. Spaulding (ed.), Proceedings of the First International Conference-Estuarine and Coastal Modeling. The American Society of Civil Engineers, New York.
Thomas, W. A. andW. H. McAnally, Jr. 1990. User’s Manual for the Generalized Computer Program System: Open-Channel Flow and Sedimentation. TABS-2, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi.
U.S. Coast and Geodetic Survey. 1935. New Bedford Harbor and Acushnet River, Hydrographic Survey No. 5881, Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service, Silver Spring,, Maryland.
Unluata, U. A. andE. Ozsoy. 1977. Tidal jet flows near inlets, p. 90–98. In Hydraulics in the Coastal Zone: Proceedings, 25th Annual Hydrulics Division Speciality Conference. The American Society of Civil Engineers, New York.
Visser, A. W., M. J. Bowman, andW. R. Crawford. 1990. Dynamics of tidally forced basin-wide coastal eddies, p. 64–78.In R. T. Cheng (ed.), Coastal and Estuarine Studies, Residual Current and Long-Term Transport. Springer-Verlag, New York.
Yabusaki, S., Y. Onishi, M. Richmond, andD. Trent. 1989. Circulation and transport modeling in New Bedford Harbor, p. 72–81.In M. Spaulding (ed.), Proceedings of the First International Conference-Estuarine and Coastal Modeling. The American Society of Civil Engineers, New York.
Sources of Unpublished Materials
Coleman, C. Personal communication. U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Mississippi.
Dettmann, E. unpublished data. U.S. Environmental Protection Agency, Atlantic Ecology Division, Narragansett, Rhode Island.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Abdelrhman, M.A. Modeling how a hurricane barrier in New Bedford Harbor, Massachusetts, affects the hydrodynamics and residence times. Estuaries 25, 177–196 (2002). https://doi.org/10.1007/BF02691306
Received:
Accepted:
Issue Date:
DOI: https://doi.org/10.1007/BF02691306