Figure 25. Rosslyn Bay: dredging period (90 days) TSS distribution, current site - 100th percentile. Figure 26. Rosslyn Bay: dredging period (90 days) sedimentation rate, Model Case 1 - 50th percentile. Figure 27. Rosslyn Bay: dredging period (90 days) sedimentation rate, Model Case 1 - 95th percentile. Figure 28. Rosslyn Bay: dredging period (90 days) sedimentation rate, Model Case 2 - 50th percentile. Rosslyn Bay: dredging period (90 days) sedimentation rate, Model Case 2 - Figure 29. 95th percentile. Figure 30. Rosslyn Bay: dredging period (90 days) sedimentation rate, current site - 50th percentile. Figure 31. Rosslyn Bay: dredging period (90 days) sedimentation rate, current site - 95th percentile. Figure 32. Rosslyn Bay: dredging period (90 days) total sedimentation and bottom thickness, Model Case 1. Figure 33. Rosslyn Bay: dredging period (90 days) total sedimentation and bottom thickness, Model Case 2.
Figure 25. Rosslyn Bay: dredging period (90 days) TSS distribution, current site - 100th percentile. Figure 26. Rosslyn Bay: dredging period (90 days) sedimentation rate, Model Case 1 - 50th percentile. Figure 27. Rosslyn Bay: dredging period (90 days) sedimentation rate, Model Case 1 - 95th percentile. Figure 28. Rosslyn Bay: dredging period (90 days) sedimentation rate, Model Case 2 - 50th percentile. Figure 29. Rosslyn Bay: dredging period (90 days) sedimentation rate, Model Case 2 - 95th percentile. Figure 30. Rosslyn Bay: dredging period (90 days) sedimentation rate, current site - 50th percentile. Figure 31. Rosslyn Bay: dredging period (90 days) sedimentation rate, current site - 95th percentile. Figure 32. Rosslyn Bay: dredging period (90 days) total sedimentation and bottom thickness, Model Case 1. Figure 33. Rosslyn Bay: dredging period (90 days) total sedimentation and bottom thickness, Model Case 2.
gbr-dredge-material-management-appendixf.docx