Variation of overtides by wave enhanced bottom drag in a North Florida tidal inlet |
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| Authors: | I Safak A Sheremet A Valle-Levinson AF Waterhouse |
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| Institution: | Department of Civil and Coastal Engineering, University of Florida, 365 Weil Hall, P.O. Box 116590, Gainesville, FL 32611, USA |
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| Abstract: | Month-long observations of waves and tidal currents at Ponce de Leon Inlet, North Florida are used to investigate the importance of wave-induced bottom drag as a mechanism for overtide generation in estuaries. While bottom drag can in theory lead to overtide generation, in practice, resolving unambiguously this effect is difficult as it tends to be overshadowed by the stronger effect of diurnal–semidiurnal tidal variance. Bottom boundary layer numerical simulations based on observational data suggest that waves can cause the bottom drag experienced by currents to increase by a factor of 1.7, compared with relatively calm conditions. Despite the relatively short duration and limited scope of the experiment, the analysis suggests that overtide modulations (East–West velocity components of the 5th and 6th diurnal constituents) are correlated with wave-enhanced drag trends. Therefore, wave-enhanced bottom drags may be enhancing generation of overtides. Further work is necessary to understand the scope and the strength of this mechanism, in relation to the characteristics (e.g., flow direction) of individual overtides. |
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| Keywords: | Shallow water tides Water waves Drag coefficient Bottom friction Tidal inlets |
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