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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Dynamics of intertidal drainage channels on a multi-barred macrotidal beach
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Dynamics of intertidal drainage channels on a multi-barred macrotidal beach

机译:多杆巨潮滩上潮间带排水通道的动力学

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The intertidal drainage channels on a macrotidal bar-trough (ridge-and-runnel) beach were monitored during a 17-day survey. Type 1 channels were persistent, dominantly longshore systems essentially limited to the wide intertidal zone between mean high and low water neap tidal levels. The cumulative length of this channel type fluctuated as a function of topographically controlled through-flow or flow impedance in troughs, and showed no correlation with the semi-lunar tidal cycle. Smaller, ephemeral type 2 channels appeared as dominantly cross-shore systems incising bars on the narrower upper and lower beach zones during spring tides. They disappeared during neap tides through infill by waves and aeolian activity. The only significant phase of type 1 channel mobility occurred during a brief moderate-energy storm at the start of the survey. The effect of this mobility on beach morphology was inextricably linked to that of waves and currents. Meander bend migration, forced by wave- and longshore-current-induced migration of a bar during the storm, resulted in important but highly localized morphological change that was only a minor part of an irregular saw-tooth pattern of change that affected the entire beach profile, and that was largely controlled by wave processes and longshore currents. The flow velocities in channels on this beach are too weak to generate the formation and longshore migration of high-energy bedforms. Channel mobility and impact on beach morphology are expected to increase under storm conditions. Copyright (c) 2007 John Wiley & Sons, Ltd.
机译:在为期17天的调查中,监测了大潮槽(滩涂和漏斗)海滩上的潮间带排水通道。 1型河道是持续性的,主要是长岸系统,基本上限制在平均高和低净水潮汐水平之间的宽潮间带。该槽型的累积长度随槽中地形控制的通流或流阻而变化,并且与半月潮周期无关。较小的,短暂的2型河道在春季潮汐时表现为占主导地位的跨岸系统,在较窄的上部和下部海滩区域上切开了横条。它们在潮汐浪潮中通过海浪和风沙活动而消失。 1型信道迁移率的唯一重要阶段发生在调查开始时的短暂中度能量风暴期间。这种流动性对海滩形态的影响与波浪和海流的影响密不可分。在风暴期间,波浪和长岸流引起的一条条形条带的弯曲迫使弯曲弯曲迁移,导致重要但高度局部的形态变化,这只是影响整个海滩的不规则锯齿形变化模式的一小部分剖面,这在很大程度上受波浪作用和沿岸流的控制。该海滩通道内的流速太弱,以至于无法生成高能床形并形成近岸迁移。在风暴条件下,河道的流动性和对海滩形态的影响预计会增加。版权所有(c)2007 John Wiley&Sons,Ltd.

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