A review is presented of available first level response models for the
design of barrier island restoration, including cross-shore and longs
hore response components. The cross-shore models account for relative
sea level rise and beach nourishment; however, the effects of profile
lowering beyond the limits of profile equilibration and the associated
increase in wave climate are not included. The effects of induced lon
gshore transport on a barrier island of short to moderate length limit
the longevity of a nourishment project due to the adjacent inlets act
ing as sinks and tending to ''drain'' sand off, thereby maintaining th
e project effective length as that of the barrier island. In such case
s, the longevity can be increased by the use of terminal structures al
though this requires greater knowledge and consideration of wave direc
tion.