. DMS : Diagnostic Modeling System. Inlets; Dredging; Sedimentation and deposition. In addition to these types of plots, graphics contours showing differences in two solution sets can provide informative comparisons. For example, Figure 17 was generated to investigate the change induced by jetty construction by plotting the difference in velocity magnitude for hydrodynamic model simulations of a 1947 bathymetry (pre-jetty construction) and a 1996 bathymetry (post-jetty construction). The plot shows the difference in spring ebb-tide velocity magnitude. Positive values (towards the blue end of t
. DMS : Diagnostic Modeling System. Inlets; Dredging; Sedimentation and deposition. In addition to these types of plots, graphics contours showing differences in two solution sets can provide informative comparisons. For example, Figure 17 was generated to investigate the change induced by jetty construction by plotting the difference in velocity magnitude for hydrodynamic model simulations of a 1947 bathymetry (pre-jetty construction) and a 1996 bathymetry (post-jetty construction). The plot shows the difference in spring ebb-tide velocity magnitude. Positive values (towards the blue end of the spectrum) denote increases in velocity magnitude, and negative values (towards the red end) denote decreases. Units are in feet per Figure 17. Example of comparison of solutions The above examples illustrate the diagnostic utility of selecting the correct graphical format for output display from the toolbox models. In addition, the diagnostic benefits gained by adopting the suggested formats increase with the use of standardized formats. Standardizing output formats permit the establishment of an experience database. As more case studies investigate the same tools and display similar information in standard formats, comparisons between case studies of different shoal types will become easier. This standardization will expand the state of the science and utility of the DMS approval. 36 Chapter 4 DMS-Analytical Toolbox. 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 and Hydraulics Laboratory (U. S. Army Engineer Waterways Experiment Station). Vicksburg, Miss. : U. S. Army Corps of Engineers, Engineer Research and Development Center
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