. DMS : Diagnostic Modeling System. Sedimentation and deposition; Channels (Hydraulic engineering). 100 80 o 60 E o p 40 O 20 External Sides Mean, cm/s Existing Proposed 0 r 252 254 256 258 260 262 264 266 268 270 272 Year Day 1997 Figure 46. Comparison of currents at the externa! sides of Sundown Islands Chapter 3 Circulation Modeling 47. 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 Kraus, Nicholas C; Mark, Da
. DMS : Diagnostic Modeling System. Sedimentation and deposition; Channels (Hydraulic engineering). 100 80 o 60 E o p 40 O 20 External Sides Mean, cm/s Existing Proposed 0 r 252 254 256 258 260 262 264 266 268 270 272 Year Day 1997 Figure 46. Comparison of currents at the externa! sides of Sundown Islands Chapter 3 Circulation Modeling 47. 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 Kraus, Nicholas C; Mark, David J; Sarruff, Maria S; United States. Army. Corps of Engineers. Galveston District; Engineer Research and Development Center (U. S. ); Coastal and Hydraulics Laboratory (U. S. Army Engineer Waterways Experiment Station). [Vicksburg, Miss. ] : US Army Corps of Engineers, Engineer Research and Development Center
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