Application of Columbia Hybrid Modeling System
Publication: Journal of Hydraulic Engineering
Volume 110, Issue 5
Abstract
The Columbia Hybrid Modeling System was applied to navigation channel shoaling problems at the mouth of the Columbia River estuary. The models were verified to satisfactorily reproduce observed prototype behavior. The adjustment process created a typical year from a statistical analysis of river runoff and waves combined with a typical tide.
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References
1.
Dobson, R. W., “Some Applications of a Digital Computer to Hydraulic Engineering Problems,” thesis presented to Stanford University, Stanford, Calif., in 1967, in partial fulfillment of the requirements for the degree of Master of Science.
2.
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.
3.
LaGarde, V. A., and Heltzel, S. B., “A Data Management System for Finite Element Sediment Transport Models,” Proceedings of the Third International Conference on Finite Elements in Water Resources, Univ. of Mississippi, University, Miss., 1980.
4.
McAnally, W. H., et al., “The Columbia River Hybrid Modeling System,” Journal of the Hydraulics Division, ASCE Vol. 110, No. 3, Proc. Paper 18652, Mar., 1984.
5.
O'Brien, M. P., “Models of Estuaries,” Transactions of the American Geophysical Union, 1935.
6.
“Shore Protection Manual,” U.S. Army Coastal Engineering Research Center, Washington, D.C., 1973.
Information & Authors
Information
Published In
Journal of Hydraulic Engineering
Volume 110 • Issue 5 • May 1984
Pages: 627 - 642
Copyright
Copyright © 1984 ASCE.
History
Published online: May 1, 1984
Published in print: May 1984
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