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首页> 外文期刊>Estuarine Coastal and Shelf Science >Numerical modelling of the Sydney Harbour Estuary, New South Wales: Lateral circulation and asymmetric vertical mixing
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Numerical modelling of the Sydney Harbour Estuary, New South Wales: Lateral circulation and asymmetric vertical mixing

机译:新南威尔士州悉尼海港河口的数值模型:横向循环和不对称垂直混合

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摘要

A fully calibrated three-dimensional hydrodynamic model of the Sydney Harbour Estuary was used to determine the dominant forcing of regulating estuarine circulation in a sinuous channel under conditions of low river discharge during dry weather. The system, characterized by stratified flood and mixed ebb during spring tides, and stratified flood and ebb during neap tides, was analysed using model results of current profiles, density field, eddy viscosity and gradient Richardson number at a mooring station and cross-channel transect. The magnitude and direction of lateral circulation was modulated in the flood-ebb and spring-neap cycles due to changes in the interactions between the tides and the complex geometry. During spring tides, a differential-advection-induced lateral baroclinic pressure gradient tends to drive the lateral circulation and stratifies the water column. When the along-estuary circulation is strong enough to break the stratification induced by the lateral baroclinic pressure gradient, centrifugal force works in concert with nonlinear advection establishing a classical two-layer helical flow across the channel. Channel bends also induce vertical mixing as a result of the overturning of the density fields. The lateral circulation redistributes the differential-advection-induced lateral shear of the along estuary momentum and is transferred to either reinforce or cancel the along-estuary circulation. The lateral bathymetry variability in a channel is therefore the key factor causing the intratidal asymmetries in the along estuary circulations. Stratification suppresses lateral circulation during neap tides, and generates a three-layer lateral circulation structure in the water column during stratified ebb.
机译:使用悉尼海港河口的完全校准的三维水动力模型来确定在干旱天气下河流流量低的条件下,在弯曲通道中调节河口环流的主要强迫。使用系泊站和跨通道断面的电流剖面,密度场,涡流粘度和梯度理查森数的模型结果分析了该系统的特征,该系统的特征是春季潮汐时出现分层洪水和混合潮汐,而在潮汐时出现分层洪水和潮汐。 。由于潮汐和复杂几何体之间相互作用的变化,横向循环的幅度和方向在洪水潮和春季潮周期中得到了调节。在春季潮汐期间,由对流引起的横向斜压梯度倾向于驱动横向循环并使水柱分层。当河口沿流的强度足以破坏由侧斜压梯度引起的分层时,离心力会与非线性对流协同作用,从而在通道上形成经典的两层螺旋流。通道弯曲还由于密度场的翻转而引起垂直混合。横向循环重新分配了由对流引起的沿河口动量的横向剪切力,并被转移以增强或抵消沿河口的循环。因此,通道的侧向测深变化是导致沿河口环流潮汐不对称的关键因素。分层可抑制潮汐时的横向循环,并在分层退潮期间在水柱中生成三层横向循环结构。

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