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首页> 外文期刊>Continental Shelf Research: A Companion Journal to Deep-Sea Research and Progress in Oceanography >Tidally-induced sediment transport patterns in the upper Bay of Fundy: A numerical study
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Tidally-induced sediment transport patterns in the upper Bay of Fundy: A numerical study

机译:潮汐潮汐引起的底泥湾输沙规律的数值研究

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The Minas Basin, the eastern end of the Bay of Fundy, is well known for its high tide ranges and strong tidal currents, which can be exploited to extract electricity power. The properties of the tidally-induced sediment transport in the Minas Basin, where significant changes in tidal processes may occur due to a recently proposed tidal power project, have been studied with a three-dimensional hydrodynamic model, an empirical bed load sediment transport model and surface sediment concentrations derived from the remotely-sensed images. The hydrodynamic model was evaluated against independent observational data, which include tidal elevation, tidal current (in the full water column and bottom layer), residual current profile and tidal asymmetry indicators. The evaluation shows that the model is in good agreement with the observations.The sediment transport includes two components, bed load and suspended particulate load. The bed load is calculated using the modelled bottom shear stress and the observed grain size data. The estimated features of bed load transport roughly agree with the observed patterns of the erosion and deposition in the Minas Basin and Cobequid Bay. The transport of the suspended load is estimated using the modelled velocity fields and the surface sediment concentration derived from remote-sensing images. The comparisons between the modelled results and the limited observations illustrate that the observed directions of suspended sediment transport are basically reproduced by the model. The modelled net suspended sediment input into the Minas Basin through Minas Passage is 2.4×10~6m~3yr~(-1), which is comparable to the observed value of 1.6×10~6m~3yr~(-1).The variations of the bed load and the suspended load in space and time are also presented. The total net transport, defined as the mean value of the sum of bed and suspended load transports during the tidal cycle, shows strong spatial variability. The magnitude of the transport flux ranges from 0.1 to 0.2kgm~(-1)s~(-1) in Minas Channel and Minas Passage, 0.1kgm~(-1)s~(-1) in Cobequid Bay, to 0.01kgm~(-1)s~(-1) in the central Minas Basin and Southern Bight. In Minas Channel, the sediment transport follows the structure of the tidal residual circulation, which features a large anticlockwise gyre. The sediment in Minas Passage moves eastward and deposits into the central Minas Basin. However, the sediment from the eastern part of the Basin moves westward and deposits in the central Minas Basin as well. In the Cobequid Bay, sediment moves eastward and deposits in the upper bay.
机译:芬迪湾东端的米纳斯盆地以其高涨潮范围和强潮流感而著称,可被利用来提取电力。利用三维水动力模型,经验性床荷沉积物输运模型和米纳斯盆地潮汐诱发的泥沙运移的特性,由于最近提出的潮汐发电项目,潮汐过程可能发生显着变化。来自遥感影像的地表沉积物浓度。根据独立的观测数据评估了水动力模型,这些独立的观测数据包括潮汐高度,潮汐电流(在满水柱和底层),剩余电流剖面和潮汐不对称指标。评价结果表明该模型与观测值吻合较好。泥沙输送包括床荷和悬浮颗粒荷两部分。使用建模的底部剪切应力和观察到的晶粒尺寸数据计算床载荷。估计的床层负荷输送特征与米纳斯盆地和科贝基德湾的侵蚀和沉积模式基本一致。使用模拟的速度场和来自遥感影像的地表沉积物浓度,可以估算悬浮负荷的传输。建模结果与有限观测值之间的比较表明,该模型基本上再现了观测到的悬浮泥沙运移方向。通过米纳斯通道输入米纳斯盆地的净悬浮泥沙模型为2.4×10〜6m〜3yr〜(-1),与观测值1.6×10〜6m〜3yr〜(-1)相当。还列出了床的载荷和时空的悬浮载荷。总净运输量定义为潮汐周期中河床和悬浮物运输量之和的平均值,显示出很强的空间变异性。输水通量的大小范围从米纳斯河道和米纳斯通道的0.1到0.2kgm〜(-1)s〜(-1),科比基德湾的0.1kgm〜(-1)s〜(-1)到0.01kgm米纳斯盆地中部和南海岸线的〜(-1)s〜(-1)。在米纳斯海峡,泥沙运移遵循潮汐残留循环的结构,该结构具有较大的逆时针旋转。米纳斯河道中的沉积物向东移动并沉积到米纳斯盆地中部。但是,盆地东部的沉积物向西移动,也沉积在米纳斯盆地中部。在Cobequid海湾,沉积物向东移动,并沉积在上海湾。

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