. Effectiveness of beach nourishment on cohesive shores, St. Joseph, Lake Michigan. Beach nourishment; Sediment transport; Harbors. depth below datum (m) alongshore transport (m^3/m) 4 â Initial Profile ~~~^"~ '^ / Cohesive Profile \ / -100 2 â 'Intermediate Profile t 0 â Final Profile \ -200 -2 -4 -6 â Alongshore Transport y -300 -400 _ 1 / ^â'^^Z-^^^^ f\ â 8 ^ / -10 - ^.^^^^ \ -500 -12 : V -600 -14 1 1,1.;, -2CXI 0 200 400 600 600 1,000 1,200 1,400 distance (m) Total Transport -76,167 m'^3 e. Profile R11 3-D modeling for the 14 January, 1992 storm, 6^q = mm actual depth below d
. Effectiveness of beach nourishment on cohesive shores, St. Joseph, Lake Michigan. Beach nourishment; Sediment transport; Harbors. depth below datum (m) alongshore transport (m^3/m) 4 â Initial Profile ~~~^"~ '^ / Cohesive Profile \ / -100 2 â 'Intermediate Profile t 0 â Final Profile \ -200 -2 -4 -6 â Alongshore Transport y -300 -400 _ 1 / ^â'^^Z-^^^^ f\ â 8 ^ / -10 - ^.^^^^ \ -500 -12 : V -600 -14 1 1,1.;, -2CXI 0 200 400 600 600 1,000 1,200 1,400 distance (m) Total Transport -76,167 m'^3 e. Profile R11 3-D modeling for the 14 January, 1992 storm, 6^q = mm actual depth below datum (m) alongshore transport (m'^S/m). 200 400 600 800 1,000 1,200 1,400 distance (m) Total Transport -108,416 m'^3 f. Profile R12 3-D modeling for the 14 January, 1992 storm, d5Q3 = mm actual Figure 20. (Sheet 3 of 6) 44 Chapter 4 Analyses of Coastal Processes and Geomorphology. 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 Nairn, Robert Bruce, 1960-; United States. Army. Corps of Engineers; U. S. Army Engineer Waterways Experiment Station; Coastal and Hydraulics Laboratory (U. S. Army Engineer Waterways Experiment Station). Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station
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