posted on 2010-12-20, 11:35authored byAafke M. Tonk
Longshore sediment transport rate was measured during energetic sea breeze activity, on
intermediate-to-reflective sandy beaches in Southwestern Australia. Estimates of
suspended load were obtained using backscatter sensors, current meters and streamer
traps. Total load was determined using fluorescent tracer sand and an impoundment
study. The measurementsw ere cross-compareda nd usedt o evaluates everalw idely-used
longshore transport equations.
The streamer trap measurement revealed an exponential distribution of the suspended
sediment flux with vertical mixing decreasing in the onshore direction. A continuous
time series of the longshore suspended sediment flux across the surf zone was obtained
by combining the streamer trap measurements with data collected using surf zone
instruments. Comparison of the suspended longshore flux with the total longshore flux
derived from the dispersal of the sand tracer indicated that the relative contribution of the
suspendedlo ad to the total load was at least 59 %. The movement of sandt racer on four
different beaches demonstrated that nearshore sediments were transported obliquely
across the surf zone, challenging our conventional view of dividing nearshore sediment
transport into cross-shore and longshore components. Furthermore, tracer was found to
move from the outer surf zone to the swash zone and vice versa, indicating a cross-shore
sediment exchange. The contribution of the swash zone to the total longshore flux was
estimated around 30-40 %.
Despite large differences in the temporal and spatial scales of the measurement
techniques, the littoral drift rates are comparable, suggesting a northward transport rate of
138,000-200,000 m3 year-1. Longshore sediment transport during sea breezes is mainly
the result of a high longshore energy flux exerted by wind waves. This is accurately
predicted by the equations of Inman and Bagnold (1963) and CERC (1984). The bimodal
wave field, characteristic of Southwestern Australia, renders the Kamphuis (1991b)
formula unsuitable in this instance.