Chapter
Dec 31, 2015
Modeling Longshore Currents for Field Situations
Publication: Coastal Engineering 1982
Abstract
There is a growing need for generalized numerical models for longshore currents and nearshore circulation that solve the complete equations of motion, are flexible in the formulations chosen for various terms, and can be applied to field situations at a reasonable cost. The development and application of one such model is described in this paper. The model was first tested by comparing its results to known analytic solutions and experimental data. There was good agreement. It was next applied to a field situation near Oregon Inlet, North Carolina. The results appeared to be reasonable and the computational costs were modest.
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© 1982 American Society of Civil Engineers.
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Published online: Dec 31, 2015
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Seetharama R. Vemulakonda
Research Division, Coastal Engineering Research Center, Fort Belvoir, Virginia 22060; formerly, Wave Dynamics Division, U. S. Army Engineer Waterways Experiment Station, Vicksburg, MS 39180.
James R. Houston
Wave Dynamics Division, U. S. Army Engineer Waterways Experiment Station, P. 0. Box 631, Vicksburg, Mississippi 39180, U.S.A.
H. Lee Butler, M.ASCE
Wave Dynamics Division, U. S. Army Engineer Waterways Experiment Station, P. 0. Box 631, Vicksburg, Mississippi 39180, U.S.A.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.