作者:XIE Ming-xiao,LI Shan,ZHANG Chi,YANG Zhi-wen,HOU Zhi-qiang,ZHANG Huaqing
摘要:A well-established 3D phase-averaged beach morphodynamic model was applied to investigate the morphodynamics of a typical artificial beach,and a series of discussions were made on the surfzone hydro-sedimentological processes under calm and storm events.Model results revealed that the nearshore wave-induced current presents a significant 3D structure under stormy waves,where the undertow and longshore currents exist simultaneously,forming a spirallike circulation system in the surfzone.Continuous longshore sediment transport would shorten the sediment supply in the cross-shore direction,subsequently suppress the formation of sandbars,showing that a typical recovery profile under calm waves does not necessarily develop,but with a competing process of onshore drift,undertow and longshore currents.Sediment transport rate during storms reaches several hundreds of times as those under calm waves,and two storm events contribute approximately 60%to the beach erosion.Sediment transport pattern under calm waves is mainly bed load,but as the fine sands underneath begin to expose,the contribution of suspended load becomes significant.
发文机构:Key Laboratory of Engineering Sediment CCCC First Harbor Engineering Co.Ltd. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering
关键词:beachevolutionphase-averagedmodelwave-inducedcurrentstormsurgeMORPHODYNAMICS
分类号: P73[天文地球—海洋科学]