. 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). -200 0 200 400 600 800 1,000 1,200 1,400 distance (m) Total Transport -74,825 m"^3 g. Profile R14 3-D modeling for the 14 January, 1992 storm, dgg = mm actual depth below datum (m) alongshore transport (m'^S/m) 4 2 — Initial Profile Cohesive Profile * ~ Intemiediale Profile ^\[\ -200 -2 -4 Alongsfiore Transport -400 -600 - -6 y"'^^ -8 - ^,^-^<^^--^^^^^^^^ -800 -10 7 ^^^-^^^^^^^^ -12 ''^:^^^


. 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). -200 0 200 400 600 800 1,000 1,200 1,400 distance (m) Total Transport -74,825 m"^3 g. Profile R14 3-D modeling for the 14 January, 1992 storm, dgg = mm actual depth below datum (m) alongshore transport (m'^S/m) 4 2 — Initial Profile Cohesive Profile * ~ Intemiediale Profile ^\[\ -200 -2 -4 Alongsfiore Transport -400 -600 - -6 y"'^^ -8 - ^,^-^<^^--^^^^^^^^ -800 -10 7 ^^^-^^^^^^^^ -12 ''^:^^^^-^^^ 1 -1,000 -14 0 200 400 600 800 1,000 1,200 1,400 1,600 distance (m) Total Transport -90,539 m " 3 h. Profile R17 3-D modeling for the 14 January, 1992 storm, dgp = mm actual Figure 20. (Sheet 4 of 6) Chapter 4 Analyses of Coastal Processes and Geomorphology 45. 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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