TY - GEN
T1 - Nearshore sandbar migration
AU - Simarro, Gonzalo
AU - Orfila, Alejandro
AU - Liu, Phillip L.F.
PY - 2007
Y1 - 2007
N2 - Sandbars are important morphological features in the surf zone. In a dynamically stable beach configuration, sandbars usually move in the offshore direction during storm episodes, characterized by strong seawards currents (undertows), while the onshore sandbar migration occurs between storm events when the wave energy is low. Therefore, oscillatory component dominating flows produce different morphological behaviors from the mean velocity dominating flow do. Although the offshore sandbar migration phenomenon is a relatively well known process, our understanding of the onshore sandbar migration is less satisfactory. Existing models using traditional shear stress expressions (i. e, τ = 1/2ρf\u\u) have failed to explain and predict the onshore sandbar migration and only recently some alternative models for bed shear stress and sediment flux have been proposed. During Duck94 experiment continuous measurements of near bottom velocity in a cross-shore transect extending from the shoreline to 400 m offshore were taken. During the 45-day period, both on- and offshore sandbar migrations were observed. In this paper, using the data set we present the challenges for modeling sandbar migration in a field wave-current system.
AB - Sandbars are important morphological features in the surf zone. In a dynamically stable beach configuration, sandbars usually move in the offshore direction during storm episodes, characterized by strong seawards currents (undertows), while the onshore sandbar migration occurs between storm events when the wave energy is low. Therefore, oscillatory component dominating flows produce different morphological behaviors from the mean velocity dominating flow do. Although the offshore sandbar migration phenomenon is a relatively well known process, our understanding of the onshore sandbar migration is less satisfactory. Existing models using traditional shear stress expressions (i. e, τ = 1/2ρf\u\u) have failed to explain and predict the onshore sandbar migration and only recently some alternative models for bed shear stress and sediment flux have been proposed. During Duck94 experiment continuous measurements of near bottom velocity in a cross-shore transect extending from the shoreline to 400 m offshore were taken. During the 45-day period, both on- and offshore sandbar migrations were observed. In this paper, using the data set we present the challenges for modeling sandbar migration in a field wave-current system.
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U2 - 10.1142/9789812709554_0232
DO - 10.1142/9789812709554_0232
M3 - Conference contribution
AN - SCOPUS:84873038837
SN - 9789812706362
T3 - Proceedings of the Coastal Engineering Conference
SP - 2750
EP - 2760
BT - Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006
PB - American Society of Civil Engineers (ASCE)
T2 - 30th International Conference on Coastal Engineering, ICCE 2006
Y2 - 3 September 2006 through 8 September 2006
ER -