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Establishing uniform longshore currents in a large-scale sediment transport facility
Introduction - Hamilton_Ebersole_ce_20010002
Design of the LSTF
Fig. 1. Oblique view of the Large-scale Sediment Transport Facility Zregular wave experiment
Fig. 2. Plan view of the LSTF and a conceptual diagram of longshore flow conditions
Table 1. Summary of incident wave condition
Procedure for tuning the longshore current - Hamilton_Ebersole_ce_20010007
Fig. 3. Progression of pump settings for regular wave tests
Fig. 4. Test 6D: under pumping at lateral boundaries
Fig. 7. Qs and Qr at Y27 for 15 regular wave experiments
Fig. 8. Qs and Qr at Y27 for five irregular wave experiments
Fig. 11. Test 6N: longshore uniformity of hydrodynamics
Fig. 12. Za. Test 6N: distribution of regular wave height
Fig. 14. Za. Test 8E: distribution of irregular wave height
Fig. 15. Test 8E: sequential measurements of mean longshore current at Y27
Fig. 16. Test 8E: distribution of mean longshore current at downstream boundary
Table A-1. Primary data set from regular wave Test 6N
Table A-2. Primary data set from irregular wave Test 8E
Fig. B2. Irregular wave Test 8E: vertical structure of the mean longshore current at Y27
References - Hamilton_Ebersole_ce_20010020
Hamilton_Ebersole_ce_2001