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Dynamic Response of the Suspended Sediment Change in the Tidal Channel of Jiangsu Sea Area

机译:江苏海域潮道悬浮泥沙变化的动力响应

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Taking the observed data of water and sediment of two tidal cycles during middle tide at 4# station of Dongdagang as an example, the thesis reveals the spectral relation and phase relation between the wavelet analysis signals in five layers about flow velocity, water depth, wind speed and sediment concentration in various layers in the tidal channel where 4# station is located using wavelet analysis in combination with maximum entropy power spectrum analysis, analyzes the signals about sediment concentration at different frequency bands in the tidal process in various layers of the water body and identifies their response and change mechanisms. There is complex response relation between suspended sediment concentration in the tidal channel and the change of wind speed, flow velocity as well as water depth. The change of suspended sediment concentration in the tidal channel relates to wind speed, flow velocity and water depth. Asymmetry of flood and ebb tidal currents, background sediment concentration in water body, flow turbulence, gravity action and response delayed effect have an impact on suspension and settlement process of suspended sediment at various layers in tidal dynamic process. Flow velocity, water depth and wind speed have different relative action on the change of suspended sediment concentration on different wavelet analysis layers. High-frequency change of sediment concentration mainly results from the change of flow velocity. From the view of spectral structure of wind speed and flow velocity, there is coupling response relation between wind speed and current and wind speed acts on the change of sediment concentration through impacting tidal current velocity and producing waves. Dynamic forcing and sediment concentration are not in linear correspondence, but characterized by nonlinearity.
机译:以东大港4#站中潮两个潮汐周期的水沙观测数据为例,揭示了流速,水深,风等五层小波分析信号之间的频谱关系和相位关系。利用小波分析和最大熵功率谱分析相结合的方法,对4#站所在潮汐通道各层的速度和泥沙浓度进行了分析,分析了潮汐过程中水体各层在不同频段的泥沙浓度信号并确定他们的响应和变更机制。潮汐河道中的悬浮泥沙浓度与风速,流速和水深的变化之间存在复杂的响应关系。潮汐通道中悬浮沉积物浓度的变化与风速,流速和水深有关。洪水和潮汐流的不对称性,水体中的背景沉积物浓度,水流湍流,重力作用和响应延迟效应都会影响潮汐动力过程中各层悬浮泥沙的悬浮和沉降过程。流速,水深和风速对不同小波分析层上悬浮泥沙浓度的变化具有不同的相对作用。泥沙浓度的高频变化主要是由流速的变化引起的。从风速和流速的频谱结构来看,风速和流速之间存在耦合响应关系,风速通过影响潮流速度和产生波浪作用于沉积物浓度的变化。动态强迫和沉积物浓度不是线性对应的,而是非线性的。

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