Figure 18. Location of wave hindcast station 37 



Figure 19. Typical energy density versus frequency plots for a wave 



spectra; 7.9-sec, 2.07-m waves 40 



Figure 20. Typical model-scale wave train time series; 7.9-sec, 



2.07-m waves 40 



List of Tables 



Table 1. Vessel Traffic During 30 September- 01 October 1997 



Field-Data Collection 20 



Table 2. Updated Hindcast Wave Data 21 



Table 3. Representative Sediments from Inside and Near Boat Basin 24 



Table 4. Waves-Only Potential Sediment-Transport Rates 26 



Table 5. Waves and Current Potential Sediment-Transport Rates 28 



Table 6. Wave Heights for Existing Conditions (No Flow Conditions) 45 



Table 7. Wave Heights for Existing Conditions (Riverflow Conditions) 46 



Table 8. Wave Heights for Existing Conditions for Boat Waves, 



swl = +3.5 ft (No Flow Conditions) 48 



Table 9. Wave Heights for Plans 1-8 for Waves from 1 1 deg, 



swl = +3.5 ft (Riverflow Conditions) 49 



Table 10. Wave Heights for Plan 9 (No Flow Conditions) 51 



Table 1 1 . Wave Heights for Plan 9 (Riverflow Conditions) 52 



Table 12. Wave Heights for Plan 9 for Boat Waves, swl = +3.5 ft 



(No Flow Conditions) 54 



Table 13. Wave Heights for Plan 10 (No Flow Conditions) 55 



Table 14. Wave Heights for Plan 10 (Riverflow Conditions) 56 



Table 15. Wave Heights for Plan 10 for Boat Waves, swl = +3.5 ft 



(No Flow Conditions) 58 



Table 16. Wave Heights for Plans 1 1-16 for Waves from 1 1 deg, 



swl = +3.5 ft (No Flow Conditions) 58 



