. Effectiveness of beach nourishment on cohesive shores, St. Joseph, Lake Michigan. Beach nourishment; Sediment transport; Harbors. 6 depth below datum (m) alongshore transport (m^3/m) â-^^^ ^ ^ J 1 4 â Initial Profilo Cohesive Profile \ / \f\ 2 â ~ Intermediate Profile V \l I// 0 -2 Alongshore Transport / f - -4 _ ^.--^.-^^^^.^''^-^^^/I^ -6 ,>-;^>'^ -8 ^--<^^^ -10 --''^^ -12 - -14 1 1 1 1 400 600 800 distance (m) 0 -100 -200 -300 -400 -500 -600 -700 -800 1,000 1,200 1,400 Total Transport -76,438m'^3 c. Profile R9a 3-D modeling for the 14 January, 1992 storm, dgg = mm actual
. Effectiveness of beach nourishment on cohesive shores, St. Joseph, Lake Michigan. Beach nourishment; Sediment transport; Harbors. 6 depth below datum (m) alongshore transport (m^3/m) â-^^^ ^ ^ J 1 4 â Initial Profilo Cohesive Profile \ / \f\ 2 â ~ Intermediate Profile V \l I// 0 -2 Alongshore Transport / f - -4 _ ^.--^.-^^^^.^''^-^^^/I^ -6 ,>-;^>'^ -8 ^--<^^^ -10 --''^^ -12 - -14 1 1 1 1 400 600 800 distance (m) 0 -100 -200 -300 -400 -500 -600 -700 -800 1,000 1,200 1,400 Total Transport -76,438m'^3 c. Profile R9a 3-D modeling for the 14 January, 1992 storm, dgg = mm actual depth below datum (m) alongshore transport (m'^3/m). 400 600 800 distance (m) 1,000 1,200 1,400 Total Transport -84,673 m '^ 3 d. Profile RIO 3-D modeling for the 14 January, 1992 storm, dgg = mm actual Figure 20. (Sheet 2 of 6) Chapter 4 Analyses of Coastal Processes and Geomorphology 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 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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