Curves, Coriolis, and cross-channel circulation in the Hudson River estuary

Margaret M. Conley, J. Lerczak
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Abstract

Despite its relatively small magnitude, cross-channel circulation in estuaries can influence the along-channel momentum balance, dispersion, and transport. We investigate spatial and temporal variation in cross-channel circulation at two contrasting sites in the Hudson River estuary. The two sites differ in the relative strength and direction of Coriolis and curvature forcing. We contrast the patterns and magnitudes of flow at the two sites during varying conditions in stratification driven by tidal amplitude and river discharge. We found well-defined flows during flood tides at both sites, characterized by mainly two-layer structures when the water column was more homogeneous and three- or more-layer structures when the water column was more stratified. Ebb tides had generally weaker and less definite flows, except at one site where curvature and Coriolis reinforced each other during spring tide ebbs. Cross-channel currents had similar patterns, but were oppositely directed at the two sites, demonstrating the importance of curvature even in channels with relatively gradual curves. Coriolis and curvature dominated the measured terms in the cross-channel momentum balance. Their combination was generally consistent with driving the observed patterns and directions of flow, but local acceleration and cross-channel advection made some notable contributions. A large residual in the momentum balance indicates that some combination of vertical stress divergence, baroclinic pressure gradients, and along-channel and vertical advection must play an essential role, but data limitations prevented an accurate estimation of these terms. Cross-channel advection affected the along-channel momentum balance at times, with implications for the exchange flow’s strength.
哈德逊河河口的曲线、科里奥利和跨海峡环流
尽管河口的跨航道环流相对较小,但它可以影响沿航道的动量平衡、扩散和传输。我们在哈德逊河河口的两个不同地点研究了跨航道环流的时空变化。这两个地点的科里奥利和曲率强迫的相对强度和方向不同。我们对比了这两个地点在潮汐振幅和河流排水量驱动的不同分层条件下的水流模式和大小。我们发现这两个地点在洪潮期间都有明确的水流,当水柱较均匀时,主要是两层结构,而当水柱较分层时,则是三层或更多层结构。除一个地点在春潮退潮时曲率和科里奥利相互加强外,潮汐退潮时的水流一般较弱且不太明确。两个地点的跨航道水流模式相似,但方向相反,这表明即使在曲线相对平缓的航道中,曲率也很重要。科里奥利和曲率在跨航道动量平衡的测量项中占主导地位。它们的组合与观测到的水流模式和方向基本一致,但局部加速度和跨水道平流也有显著作用。动量平衡中的大量残差表明,垂直应力发散、气压梯度、沿河道平流和垂直平流的某些组合必须发挥重要作用,但由于数据有限,无法对这些项进行准确估算。跨航道平流有时会影响沿航道动量平衡,并对交换流的强度产生影响。
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