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comparison between predictive formulas
Cross-shore distribution of longshore sediment transport:
comparison between predictive formulas and field measurements
Atilla Bayram a, Magnus Larson a,*, Herman C. Miller b, Nicholas C. Kraus c
aDepartment of Water Resources Engineering, Lund University, Box 118, S-22100, Lund, Sweden
bField Research Facility, U.S. Army Engineer Research and Development Center, 1261 Duck Road, Duck, NC, 27949-4471, USA
cCoastal and Hydraulics Laboratory, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Road,
Vicksburg, MS, 39180-6199, USA
Received 29 September 2000; received in revised form 12 July 2001; accepted 18 July 2001
Abstract
The skill of six well-known formulas developed for calculating the longshore sediment transport rate was evaluated in the
present study. Formulas proposed by Bijker [Bijker, E.W., 1967. Some considerations about scales for coastal models with
movable bed. Delft Hydraulics Laboratory, Publication 50, Delft, The Netherlands; Journal of the Waterways, Harbors and
Coastal Engineering Division, 97 (4) (1971) 687.], Engelund–Hansen [Engelund, F., Hansen, E., 1967. A Monograph On
Sediment Transport in Alluvial Streams. Teknisk Forlag, Copenhagen, Denmark], Ackers–White [Journal of Hydraulics
Division, 99 (1) (1973) 2041], Bailard–Inman [Journal of Geophysical Research, 86 (C3) (1981) 2035], Van Rijn [Journal of
Hydraulic Division, 110 (10) (1984) 1431; 110(11) (1984) 1613; 110(12) (1984) 1733], andWatanabe [Watanabe, A., 1992. Total
rate and distribution of longshore sand transport. Proceedings of the 23rd Coastal Engineering Conference, ASCE, 2528–2541]
were investigated because they are commonly employed in engineering studies to calculate the time-averaged net sediment
transport rate in the surf zone. The predictive capability of these six formulas was examined by comparison to detailed, high-
quality data on hydrodynamics and sediment transport from Duck, NC, collected during the DUCK85, SUPERDUCK, and
SANDYDUCK field data collection
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