. DMS : Diagnostic Modeling System. Sedimentation and deposition; Channels (Hydraulic engineering). 100 MSC and GIWW Intersection Mean, cm/s Existing Proposed 252 254 256 258 260 262 264 266 268 270 272 Year Day 1997 Figure 40. Comparison of currents at the MSC-GIWW intersection 10 - 0 E^ ilviyil\iiAii/UMifiHlliiNNhili tMM o -10 r V yy'^n' 'inif'Vtv W"^ Prpi 0) 'f"l' »rtlf 1 m _ 1 -20 — o - 8 -30 — c 0) _ 0 -40 — a= r Q - ^-50 r (U - 3 -60 — O ; MSC-GIWW Intersection -70 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -80 25 2 254 256 258 260 262 264 266 268 270 27 2 Year Day 1997
. DMS : Diagnostic Modeling System. Sedimentation and deposition; Channels (Hydraulic engineering). 100 MSC and GIWW Intersection Mean, cm/s Existing Proposed 252 254 256 258 260 262 264 266 268 270 272 Year Day 1997 Figure 40. Comparison of currents at the MSC-GIWW intersection 10 - 0 E^ ilviyil\iiAii/UMifiHlliiNNhili tMM o -10 r V yy'^n' 'inif'Vtv W"^ Prpi 0) 'f"l' »rtlf 1 m _ 1 -20 — o - 8 -30 — c 0) _ 0 -40 — a= r Q - ^-50 r (U - 3 -60 — O ; MSC-GIWW Intersection -70 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -80 25 2 254 256 258 260 262 264 266 268 270 27 2 Year Day 1997 Figure 41. Time series of current differences calculated at the MSC-GIWW intersection Chapter 3 Circulation Modeling 43. 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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