Research Article
Feb 1981
Geometry of Tidal Inlets: Empirical Equations
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VIEW THE REPLYPublication: Journal of the Waterway, Port, Coastal and Ocean Division
Volume 107, Issue 1
Abstract
Hydraulic scale models are still the most powerful tools in studying estuarine problems (density flows and salinity intrusion). Weak points are, however, uncertainties in the scaling laws for vertical mixing of salt and momentum and in the boundary conditions. Experience with the Rotterdamse Waterweg model shows the importance of an automated model operation and control and the availability of adequate boundary conditions from nature. A very good reproduction of tidal propagation, flow field and density distribution was possible. The model has been useful in providing support for management decisions related to the development of the estuary.
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Published In
Journal of the Waterway, Port, Coastal and Ocean Division
Volume 107 • Issue 1 • February 1981
Pages: 1 - 9
Copyright
© 1981 American Society of Civil Engineers.
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Published in print: Feb 1981
Published online: Feb 12, 2021
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Authors
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Charles L. Vincent, M.ASCE
Chf., Coastal Oceanography Branch, Coastal Engrg. Research Center, Kingman Building, Fort Belvoir, Va. 22060
William D. Corson
Physical Scientist, Wave Dynamics Div., Hydr. Lab., Waterways Experiment Station, Vicksburg, Miss. 39180
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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.