Despite the considerable research that has sought to describe past and pred
ict future shoreline change, little consensus has emerged on the best metho
dology for forecasting future shoreline positions. While a certain degree o
f heterogeneity in approach is warranted given the variability in coastal g
eomorphology and sediment-transport processes, the prediction error associa
ted with each method has not been evaluated in great detail.
In this study, measured shoreline positions from Delaware and New York were
used to calculate long-term erosion rates and make predictions to subseque
nt, known positions. Rates were calculated using end-point and linear-regre
ssion methods, including and excluding storm-specific shorelines. Those rat
e computations that included storm-specific shorelines yielded consistently
poor predictions (average factor-of-three increase in error) compared with
non-storm erosion rates, regardless of rate-calculation method. Linear-reg
ression predictions, on average, performed better than end-point rate predi
ctions, reducing error by over 70% in New York and 34% in Delaware for rate
s including storm shorelines, and between 4 and 31% for non-storm data (DE
and NY, respectively). Predictions (hindcasts) were also made to 19(th) cen
tury shoreline positions using rates computed with modern, non-storm data.
The positions predicted along relatively undeveloped stretches of the coast
were within the 95% confidence interval associated with the prediction. Hi
ndcasts made in areas characterized by heavy development and/or beach nouri
shment projects were poor, as would be expected given the recent alteration
of the natural sediment-supply system. For all locations, inclusion of 19(
th) century data reduced uncertainty in forecasts of 21(st) century shoreli
ne positions by roughly 44%. These results show that forecasts derived from
linear-regression rates using non-storm, 19(th) and 20(th) century data pr
oduce the lowest prediction error and uncertainty in the long-term trend.