. Effectiveness of beach nourishment on cohesive shores, St. Joseph, Lake Michigan. Beach nourishment; Sediment transport; Harbors. depth below datum (m) - — Sand Profile "Cohesive Profile ~ -34 Hours — Revetment - I i — /C\ / - -\ 7 ^ '/ '/ •' J- 1 , 1 1 1 1 , 1 , 1 1 1 > 1 . 1 0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 distance (m) depth below datum (m) Sand Profile ' "Cohesive Profile —34 Hours Revetment. 1,000 1,050 distance (m) Figure 18. St. Joseph, Michigan, R14 profile change for the Jan. 24, 1992 storm, actual water level 38 Chapter 4 Analyses of Coastal P
. Effectiveness of beach nourishment on cohesive shores, St. Joseph, Lake Michigan. Beach nourishment; Sediment transport; Harbors. depth below datum (m) - — Sand Profile "Cohesive Profile ~ -34 Hours — Revetment - I i — /C\ / - -\ 7 ^ '/ '/ •' J- 1 , 1 1 1 1 , 1 , 1 1 1 > 1 . 1 0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 distance (m) depth below datum (m) Sand Profile ' "Cohesive Profile —34 Hours Revetment. 1,000 1,050 distance (m) Figure 18. St. Joseph, Michigan, R14 profile change for the Jan. 24, 1992 storm, actual water level 38 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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