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Tidal asymmetry in sediment resuspension on a macrotidal beach in northwestern Australia

机译:澳大利亚西北部大潮滩上沉积物悬浮的潮汐不对称性

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摘要

A field experiment was conducted on a macrotidalbeach in northwestern Australia to investigate the relation betweensediment resuspension and sea bed morphology. Continuousmeasurements of waves, currents and suspended sedimentconcentrations were carried out over a period of several hoursaround high tide, concurrent with half-hourly visual observationsof the sea bed morphology. The incident waves had a significantwave height of 0.35m and period 11s. Most of the data werecollected outside the surf zone where sediment resuspension wasmainly by wave groups, and suspended sediment transport wasprimarily accomplished by mean longshore and cross-shorecurrents. The sediment resuspension process was furthercharacterised by a pronounced tidal asymmetry with suspendedsediment concentrations and transport rates during the falling tidesignificantly larger than during the rising tide. The asymmetry isatributed to the combined effects of a larger bed roughness andstronger mean nearshore flows during the falling tide. The increasein bed roughness occurred during the rising tide under theinfluence of decreasing bed shear stresses when post-vortex ripplemorphology developed on a previously plane bed. Around hightide, the ripples were fully developed and had attained a ripplemorphology developed on a previously plane bed. Around hightide, the ripples were fully developed and had attained a rippleheight of approximately 0.005m and a ripple length of 0.06-0.08m.application of the Van Rijn [Van Rijn, L.C., 1989. HandbookSediment Transport by Currents and Waves. Delft Hydraulics,Report H461] sediment transport model further confirmed thatenhanced sediment resuspension during the falling tide wasprimarily the results of the development of ripple morphology,with increased mean current strengths playing a secondary role.The results have major implications for modelling suspendedsediment transport on macrotidal beaches.
机译:在澳大利亚西北部的大型潮汐海滩上进行了野外实验,以研究沉积物重悬与海床形态之间的关系。在涨潮前后数小时内连续测量海浪,水流和悬浮泥沙浓度,同时半小时目测海床形态。入射波的有效波高为0.35m,周期为11s。大部分数据是在冲浪区以外收集的,那里的沉积物主要是通过波群重新悬浮,悬浮的泥沙运移主要是通过平均的近岸和跨岸水流来完成的。沉积物的重悬过程进一步以明显的潮汐不对称为特征,在下降时的悬浮物浓度和运移速率比上升时显着更大。非对称性归因于落潮期间较大的床面粗糙度和较强的平均近岸流量的综合作用。当涡流后波纹形态在原先平坦的床层上发育时,床面粗糙度的增加发生在涨潮过程中,受到减小的床层剪应力的影响。在高潮附近,波纹完全形成,并在以前的平面上形成了波纹形态。在高潮附近,波纹完全形成,波纹高度约为0.005m,波纹长度为0.06-0.08m。Van Rijn的应用[Van Rijn,L.C.,1989。 Delft Hydraulics,Report H461]泥沙运移模型进一步证实,落潮期间泥沙的重新悬浮主要是波纹形态发展的结果,平均电流强度的增加起着次要作用。该结果对于模拟大潮滩上的悬浮泥沙运移具有重要意义。 。

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