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首页> 外文期刊>International journal of river basin management >Testing analytical tidal propagation models of the one-dimensional hydrodynamic equations in Morocco's estuaries
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Testing analytical tidal propagation models of the one-dimensional hydrodynamic equations in Morocco's estuaries

机译:在摩洛哥河口测试一维水动力方程的潮汐解析传播模型

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In this paper, we tested two analytical models for tidal propagation in two estuaries, i.e. Sebou and Loukkos (Morocco): (1) is a hybrid analytical model, based on new approximation of the friction term in the momentum equation, tidal damping expression and river discharge effect; and (2) is a analytical model for the closed channel, i.e. with a closed landward boundary. For given topography, friction, and tidal amplitude at the seaward boundary, the velocity amplitude, the wave celerity, the tidal damping, and the phase lag along the estuaries axis are calculated. These models were calibrated and validated using observed data. A good-fit between models and measurements is obtained, as verified by statistical performance tests, which suggests that the predictive models can be used to obtain a first-order estimation of tidal dynamics and reflected wave along the estuaries axis.
机译:在本文中,我们测试了两个潮汐传播的解析模型在两个河口,即Sebou和Loukkos(摩洛哥):(1)是一种混合解析模型,基于动量方程中摩擦项的新近似,潮汐阻尼表达式和河水排放效果; (2)是封闭通道的分析模型,即具有封闭的陆上边界。对于给定的地形,沿海边界的摩擦和潮汐振幅,将计算沿河口轴的速度振幅,波速,潮汐阻尼和相位滞后。这些模型已使用观察到的数据进行了校准和验证。统计性能测试证明,模型与测量值之间具有良好的拟合度,这表明预测模型可用于获得潮汐动力学和沿河口轴的反射波的一阶估算。

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