TECHNICAL PAPERS
Mar 1, 2008

Case Study for a Cohesive Sediment Transport Model for Matagorda Bay, Texas, with Coupled ADCIRC 2D-Transport and SWAN Wave Models

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 3

Abstract

Tidal current and wave forces are the primary factors causing agitation, suspension, and transport of littoral materials in a bay. This paper presents a study of the circulation patterns of the water and sediment fluxes in a real bay during ordinary natural weather conditions. A coupled hydrodynamic and wave model is developed to support the research. A two-dimensional parallel advanced circulation hydrodynamic model with an extended transport module is used to calculate the water circulation within the bay, while the simulating wave nearshore model is implemented to provide the wave parameter data. The month of March 2003 is selected to represent the test case for the sediment transport model in Matagorda Bay, Tex. The presence of wave action significantly, increases the amount of suspended sediment, and consequently, more deposited sediments occur around the ship channel, where shallow shoals are located. Comparison of the simulated deposited sediments in the Matagorda ship channel with the two selected points of historical dredging data of the bay gives a maximum difference of 22%. This result suggests the need for an extensive comparison study.

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Acknowledgments

The writers would like to thank Dr. Z. Demirbilek and Dr. L. Lin of ERDC-CHL of the USACE for providing the Matagorda dredging data. The study described in this paper has been supported in part by the U.S. Environmental Protection Agency through the South and Southwest Hazardous Substance Research Centre, the National Science Foundation, and the Texas Engineering Experiment Station at Texas A&M University.

References

Akawwi, E., and Al-Kharabsheh, A. (2001). “Consolidation coefficient and swelling potential for the expansive soils in Jordan.” Elect. J. Geotech. Eng., 6, ⟨http://www.ejge.com/index_ejge.htm⟩ (Dec. 5, 2004).
Edge, B. L., and Pandoe, W. W. (2004). “Migration of channel immediately landward of tidal inlets.” Proc., 29th Int. Conf. on Coastal Engineering (CD-ROM), Lisbon, Portugal.
Gailani, J. Z., Sturm, T. W., and Wood, D. G. (2001). “Prediction of long-term stability of a dredged material placement site in Rhode Island Sound.” Proc., 21st Technical Conf. of Western Dredging Association and 33rd Annual Texas A&M Dredging Seminar, R. E. Randall, ed., Texas A&M University, College Station, Tex., 71–83.
Hagen, S. C., Westerink, J. J., Kolar, R. L., and Horstmann, O. (2001). “Two-dimensional, unstructured mesh generation for tidal models.” Int. J. Numer. Methods Fluids, 35, 669–686.
Halka, J. (2004). “Consolidation and erosion studies.” ⟨http://www.mgs.gov/costal/dredge/⟩ (Dec. 5, 2004).
Holthuijsen, L. H., Booij, N., Ris, R. C., Haagsma, I. J. G., Kieftenburg, A. T. M. M., and Kriezi, E. E. (2000). SWAN Cycle III version 40.11, user’s manual, Delft University, Delft, The Netherlands.
Hydroqual Inc. (1998). “Development and application of a modeling framework to evaluate hurricane impacts on surficial mercury concentrations in Lavaca Bay.” Project Rep., Aluminum Company of America, Point Comfot, Tex.
Kraus, N. C., Mark, D. J., and Sarruff, S. (2000). “DMS: Diagnostic modeling system. Report 1: Reduction of sediment shoaling by relocation of the Gulf Intracoastal Waterway, Matagorda Bay, Texas.” ERDC/CHL TR-00-19, U.S. Army Engineer Research and Development Center, Vicksburg, Miss.
Kraus, N. C., and Militello, A. (1999). “Hydraulic Study of Multiple Inlet System: East Matagorda Bay, Texas.” J. Hydraul. Eng., 125(3), 224–232.
Luettich, R. A., Jr., Westerink, J. J., and Scheffner, N. W. (1992). “ADCIRC: An advanced three-dimensional circulation model for shelves, coasts, and estuaries, Report 1.” Technical Rep. DRP-92-6, U.S. Army Corps of Engineers, USACE, Washington, D.C.
Luettich, R. L., and Westerink, J. J. (2002). Formulation and numerical implementation of the 3D ADCIRC finite-element model version 36.01, University of North Carolina, N.C.
Morang, E. (2002). Coastal engineering manual, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Palermo, M. R., et al. (1998). “Guidance for subaqueous dredged material capping.” Technical Rep. DOER-1, Dredging Operations and Environmental Research Program, Waterways Experiment Stations, U.S. Army Corps of Engineers, Washington, D.C.
Pandoe, W. W. (2004). “Extended three-dimensional ADCIRC hydrodynamic model to include baroclinic flow and sediment transport.” Doctoral dissertation, Ocean Engineering Division, Dept. of Civil Engineering, Texas A&M University, College Station, Tex.
Pandoe, W. W., and Edge, B. L. (2004a). “Cohesive sediment transport in the 3D-hydrodynamic–baroclinic circulation model; Study case for idealized tidal inlet.” IEEE J. Ocean. Eng., 31, 2227–2252.
Pandoe, W. W., and Edge, B. L. (2004b). “Erosion of material placed in subaqueous disposal site. Study case for idealized mound capping.” Proc., WEDA XXIV and TAMU 36th Annual Dredging Seminar, Orlando, Fla.
Partheniades, E. (1990). “Estuarine sediment dynamics and shoaling processes.” Handbook of Coastal and Ocean Engineering, Vol. 3, J. B. Herbich, ed., Gulf, Houston, Tex., 881–984.
Scott, A. J. (2004). “Introduction to geology and soil mechanics: Settlement and consolidation of soils.” Dept. of Physics, Univ. of Wisconsin-Stout, ⟨http://physics.uwstout.edu/geo/sect7.htm⟩ (Nov. 19, 2004).
Van de Kreeke, J., Hoogewoning, S. E., and Verlaan, M. (2002). “An analytical model for the morphodynamics of a trench in the presence of tidal currents.” Cont. Shelf Res., 22, 1811–1920.
Van Ledden, M. (2003). “Sand mud segregation in estuaries and tidal basins.” Communications on Hydraulic and Geotechnical Engineering. Rep. No. 03-2, Dept. of Civil Engineering and Geoscience, Delft Univ. of Technology, Delft, The Netherlands.
Van Rijn, L. C. (1993). Principles of sediment transport in rivers, estuaries, and coastal seas, Aqua, Amsterdam, The Netherlands.
Veeramony, J., and Blain, C. A. (2001). “Barotropic flow in the vicinity of an idealized inlet—Simulations with the ADCIRC model.” Naval Research Laboratory Rep. No. NRL/R/7320-01-9977, Naval Research Laboratory, Washington, D.C.
Walstra, D. J. R., Van Rijn, L. C., and Klein, A. (2004). “Verification and application of various morphodynamic modelling concepts.” Proc., 29th Int. Conf. on Coastal Engineering, Lisbon, Portugal.
Whitehouse, R., Soulsby, R. R., Roberts, W., and Mitchener, H. (2000). Dynamics of estuarine muds, Thomas Telford, London.

Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 3March 2008
Pages: 303 - 314

History

Received: Jan 25, 2005
Accepted: Apr 10, 2007
Published online: Mar 1, 2008
Published in print: Mar 2008

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Authors

Affiliations

Wahyu W. Pandoe [email protected]
Researcher, Technology Centre for Marine Survey, Deputy of Technology for Natural Resources Development, BPPT, Jakarta, Indonesia. E-mail: [email protected]
Billy L. Edge [email protected]
Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, Texas 77843-3136. E-mail: [email protected]

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