Chapter
Apr 26, 2012
Evaluation of Channel Shoaling and Efficiency of Wideners: DMS Application to St. Marys Entrance, Florida
Authors: Shelley Johnston, Nicholas C. Kraus, John Adams, and Brian BrodehlAuthor Affiliations
Publication: Dredging '02: Key Technologies for Global Prosperity
Abstract
This study was conducted to understand the causes of entrance channel shoaling at St. Marys Entrance, Florida and to develop alternatives for reducing the frequency and cost of dredging. Diagnostic Modeling System (DMS) methodology was applied to complete the study. The DMS methodology facilitated identification of excessive shoaling areas, gave insight into the causes of shoaling, and aided in development of management strategies for the channel. The analysis documented two areas of shoaling, one in the inner channel, near the seaward end of the jetties and the other in the outer channel, just seaward of the ebb shoal. The inner channel shoaled about 5,700 cu yd/year/200 ft and the outer channel shoaled about 12,000 cu yd/year/200 ft. The inner channel also had a small area of severe shoaling due to sand wave migration into the channel. A localized channel widener is suggested for the inner channel, and advance dredging is recommended for the outer channel.
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© 2003 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Shelley Johnston
Department of Earth Sciences, Boston University, 675 Commonwealth Ave., Boston, MA, 02215
Nicholas C. Kraus
M.ASCE
U.S. Army Research and Development Center, Coastal and Hydraulics Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180
John Adams
U.S. Army Engineer District, Jacksonville, P.O. Box 4970, Jacksonville, FL, 32232-0019
Brian Brodehl
U.S. Army Engineer District, Jacksonville, P.O. Box 4970, Jacksonville, FL, 32232-0019
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