Abstract

Typical engineering applications involving cohesive sediments in tidal water bodies including bays, estuarial navigation channels, small harbor basins, piers, and wharves have been cited. Reference has been made to problems in reservoirs and in the muddy coast environment. Techniques for prediction of estuarial sedimentation include field methods, physical and numerical modeling, and hybrid modeling which optimally combines physical and numerical modeling approaches. In many cases simple, zero‐dimensional modeling yields results of acceptable accuracy. Three‐dimensional numerical models have recently been developed for analyzing situations in which the complex structure of flows and associated sediment motion cannot be simplified. Further progress in improving the accuracy of prediction of sedimentation rates can be made by better understanding the basic laws governing cohesive sediment behavior, and by developing new strategies and instrumentation for data collection.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 115Issue 8August 1989
Pages: 1094 - 1112

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Published online: Aug 1, 1989
Published in print: Aug 1989

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Ashish J. Mehta, Member, ASCE
Prof., Coastal and Oceanographic Engrg. Dept., Univ. of Florida, 336 Weil, Gainesville, FL 32611
William H. McAnally, Jr., Member, ASCE
Estuaries Div., Waterways Experiment Station, P.O. Box 631, Vicksburg, MS 39180‐0631
Earl J. Hayter, Associate Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Clemson Univ., Clemson, SC 29634‐0911
Allen M. Teeter, Member, ASCE
Hydr. Lab., Waterways Experiment Station, P.O. Box 631, Vicksburg, MS 39180‐0631
David Schoellhamer, Associate Member, ASCE
U.S. Geological Survey, 4710 Eisenhower Blvd., Suite B‐6, Tampa, FL 33614
Samuel B. Heltzel, Member, ASCE
Hydr. Lab., Waterways Experiment Station, P.O. Box 631, Vicksburg, MS 39180‐0631
William P. Carey, Affiliate Member, ASCE
U.S. Geological Survey, Water Resour. Div., A413 Federal Building, U.S. Courthouse, Nashville, TN 37203

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