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Advisor(s)
Abstract(s)
This paper derives local formulae to estimate bed roughness and suspended transport and present
a method to calculate net sediment transport at tidal inlet systems, combining field data and a range of
well established empirical formulations. To accomplish this, measurements spanning a spring-tidal cycle
of mean water levels, waves, near-bed flow turbulence and bed forms were obtained from the Ancão
Inlet, Ria Formosa lagoon system, Portugal. High-resolution hydrodynamic data were gathered using
acoustic equipments and by measuring sediment properties (grain-size diameter and bed form
dimensions) under fair-weather conditions. The results compared favourably with available direct and
indirect field observations of sediment transport rates. The approach appears to be robust and widely
applicable and so can be applied to the same conditions in any tidal inlet system. This is of particular
importance when attempting to understand sediment transport at inlet mouths, and has practical
applications in a range of coastal engineering and coastal management areas concerned with navigation
safety, coastal erosion, ecosystem health and water quality. The study discusses the applicability of the
method on evaluating system flushing capacity, giving important insights on multiple inlet evolution,
particularly with regard to their persistence through time. The methodological framework can be applied
to assess the long-term stability of single- and multiple-inlet systems, provided that estimates of sediment
storage at ebb-tidal deltas are available and sediment transport estimates during storm events are
statistically considered.
Description
Keywords
Tidal inlets Barrier islands Tidal currents Coastal morphology Sediment transport
Citation
Publisher
Elsevier