Abstract

A hybrid modeling method for predicting waterway sedimentation was developed and applied to the Columbia River estuary. The method uses physical hydraulic models, two dimensional (2‐D) numerical models, and analytical techniques in an integrated solution scheme. The hybrid modeling system used to study the Columbia consisted of a large physical model of the estuary, RMA‐2V, a depth‐integrated numerical model for sediment transport, and a collection of analytical methods. By using each method to address those phenomena that it is best able to describe, an improved modeling technique is created.

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References

1.
Ackers, P., and White, W. R., “Sediment Transport: New Approach and Analysis,” Journal of the Hydraulics Division, ASCE, No. HY11, 1973.
2.
Ariathurai, R., MacArthur, R. C., and Krone, R. B., “Mathematical Model of Esturial Sediment Transport,” Technical Report D‐77‐12, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1977.
3.
Herrmann, F. A., “Model Studies of Navigation Improvements, Columbia River Estuary, Report 1, Hydraulic and Salinity Verification,” Technical Report No. 2‐735, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1968.
4.
Herrmann, F. A., “Tidal Prism Measurements at Mouth of Columbia River,” Miscellaneous Paper H‐70‐3, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1970.
5.
Kitaigorodskii, S. A., “Applications of the Theory of Similarity to the Analysis of Wind‐Generated Wave Motion as a Stochastic Process,” Bulletin Acad. Sci. , U.S.S.R. Geophys. Sev. No. 1, Vol. 73, 1962.
6.
Jonsson, I. G., “The Friction Factor for a Current Superimposed by Waves,” Basic Research Progress Report No. 11, Technical University of Denmark, Copenhagen, Denmark, 1966.
7.
Lockett, J. B., “Interim Consideration of the Columbia River Entrance,” Journal of the Hydraulics Division, ASCE, Vol. 85, No. HY1, 1959.
8.
Norton, W. R., and King, I. P., “Operating Instructions for the Computer Program RMA‐2,” Resource Management Associates, Lafayette, Calif., 1977.
9.
O'Brien, M. P., “Models of Estuaries,” Transactions, American Geophysical Union, 1935.
10.
Resio, D. T., and Vincent, C. L., “A Numerical Hindcast Model for Wave Spectra on Water Bodies with Irregular Shoreline Geometry—Report 1, Test of Nondimensional Growth Rates,” Miscellaneous Paper H‐77‐9, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1977.
11.
Shore Protection Manual, U.S. Army Coastal Engineering Research Center, Washington, D.C., 1973.
12.
Swart, D. H., “Coastal Sediment Transport, Computation of Longshore Transport,” R968 Part 1, Delft Hydraulics Laboratory, The Netherlands, 1976.
13.
White, W. R., Milli, H., and Crabbe, A. D., Sediment Transport Theories: An Appraisal of Available Methods, Vols. 1 and 2; Hydraulics Research Station, Report Int 119, Wallingford, England, 1975.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 110Issue 3March 1984
Pages: 300 - 311

History

Published online: Mar 1, 1984
Published in print: Mar 1984

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Authors

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William H. McAnally, Jr., M. ASCE
Research Hydr. Engr., Estuaries Div., U.S. Army Engr. Waterways Experiment Station, P.O. Box 631, Vicksburg, Miss. 39180
Joseph V. Letter, Jr., A. M. ASCE
Research Hydr. Engr., Estuaries Div., U.S. Army Engr. Waterways Experiment Station, Vicksburg, Miss. 39180
J. Phillip Stewart
Research Hydr. Engr., Estuaries Div., U.S. Army Engr. Waterways Experiment Station, Vicksburg, Miss. 39180
W. Anthony Thomas, M. ASCE
Research Hydr. Engr., Hydr. Analysis Div., U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss. 39180
N. James Brogdon, Jr.
Research Hydr. Engr., Estuaries Div., U.S. Army Engr. Waterways Experiment Station, Vicksburg, Miss. 39180

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