Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, PA, September 2006. http://hdl.handle.net/1860/732Numerical modelling of beach morphodynamics is generally recognized as a valuable tool for
scientists and coastal managers. However, the utility of numerical models is constrained by our
ability to establish that the theoretical dynamics match reality. The integrated modules for
simulating wave propagation, hydrodynamics and sediment transport in Delft3D, developed by Delft
Hydraulics, were applied to simulate observed beach state transitions in response to wave-induced
forcing. Initial model bathymetry was derived from hydrographic surveys conducted at Narrowneck
beach during the pre- and post-construction phases of the Narrowneck artificial reef (Boak, McGrath
and Jackson 2000, Hutt, Black and Mead 1998).
The present study addresses the validity of morphological modeling of an exposed beach by
comparing the evolution of a numerical model with data observed using remote imaging.
Narrowneck beach on the Gold Coast is a micro-tidal, exposed coast subject to a highly variable
wave climate. This beach is monitored by an ARGUS Coastal Imaging system generating high
temporal frequency geo-referenced estimates of wave dissipation that may be used to infer sub-tidal
bar morphology (Alexander and Holman 2004, Aarninkhof and Ruessink 2004, Turner, Dronkers,
Roman, Aarninkhof and McGrath 2001). The numerical model was broadly validated, in that, when
driven by similar conditions, the surf zone morphological development is consistent with that
observed via optical sensing
