. DMS : Diagnostic Modeling System. Inlets; Dredging; Sedimentation and deposition. of dredging, and improve navigation safety. The objective is met through the application of DMS concepts and i TAYLOR ENGINEERING INC. Figure 5. Shoaling hot spots at East Pass This second DMS application employed the following procedure: a. Make site visits, review the existing literature, discuss the physical processes with those possessing local knowledge, and enter all available information into the DMS-Data Manager. b. Based on the information displayed in the DMS-Data Manager, classify the t
. DMS : Diagnostic Modeling System. Inlets; Dredging; Sedimentation and deposition. of dredging, and improve navigation safety. The objective is met through the application of DMS concepts and i TAYLOR ENGINEERING INC. Figure 5. Shoaling hot spots at East Pass This second DMS application employed the following procedure: a. Make site visits, review the existing literature, discuss the physical processes with those possessing local knowledge, and enter all available information into the DMS-Data Manager. b. Based on the information displayed in the DMS-Data Manager, classify the types of shoals by reference to the DMS-Manual. c. Applying tools in the DMS-Analytical Toolbox, perform an analysis of the shoaling patterns that includes a hydrodynamic model, a wave refraction model, and simple sediment-transport calculations. d. Synthesize information and results from Items a-c and make recommendations for reduction of channel shoaling. This report documents the results of this DMS application. Chapter 1 gives a background of the DMS methodology, a description of the study area including the inlet history and physical processes, and the problem statement and study objectives. Chapter 2 contains a description of the DMS-Data Manager and the example application at East Pass. Chapter 3 reviews the DMS- Manual and employs it to classify the shoaling problems at East Pass. Chapter 4 outlines the DMS-Analytical Toolbox and presents the application of a few of its tools to the shoaling at East Pass. Chapter 5 presents conclusions and recommendations. Chapter 1 Background and Problem Statement 15. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Gosselin, Mark S; Craig, Kenneth R; Taylor, R. Bruce; United States. Army. Corps of Engineers; Engineer Research and Development Center (U. S. ); Coastal
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