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潮汐通道水动力和泥沙的湍参数化效应:南海北部崖门水道
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作者 杨一 刘金贵 +1 位作者 李谊纯 张春华 《哈尔滨工程大学学报(英文版)》 CSCD 2023年第2期284-295,共12页
In this study,we conducted numerical experiments to examine the effects of turbulence parameterization on temporal and spatial variations of suspended sediment dynamics.Then,we applied the numerical model to the Yamen... In this study,we conducted numerical experiments to examine the effects of turbulence parameterization on temporal and spatial variations of suspended sediment dynamics.Then,we applied the numerical model to the Yamen Channel,one of the main eight outfalls in the Pearl River Delta.For the field application,we implemented the k−εscheme with a reasonable stability function using the continuous deposition formula during the erosion process near the water-sediment interface.We further validated and analyzed the temporal-spatial suspended sediment concentrations(SSCs).The experimental results show that under specified initial and boundary conditions,turbulence parameterization with stability functions can lead to different vertical profiles of the velocity and SSC.The k−εpredicts stronger mixing with a maximum value of approximately twice the k−kl.The k−kl results in smaller SSCs near the surface layer and a larger vertical gradient than the k−ε.In the Yamen Channel,though the turbulent dissipation,turbulent viscosity and turbulence kinetic energy exhibit similar trends,SSCs differ significantly between those at low water and high water due to the tidal asymmetry and settling lag mechanisms.The results can provide significant insights into environmental protection and estuarine management in the Pearl River Delta. 展开更多
关键词 Suspended sediment General ocean turbulence model(GOTM) Turbulence parameterization yamen channel Finite volume community ocean model(FVCOM)
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非结构网格FVM模型及崖门水道三维模拟研究 被引量:4
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作者 刘金贵 李瑞杰 张义丰 《水动力学研究与进展(A辑)》 CSCD 北大核心 2009年第1期49-55,共7页
模型采用二维三角形网格、三维四面体网格的非结构网格形式,利用有限体积法离散控制体积内积分后的控制方程。通过求解沿水深积分方程作为外模式计算水位,垂向采用σ坐标系简化表面和底部边界条件,求解三维浅水运动控制方程,计算流速垂... 模型采用二维三角形网格、三维四面体网格的非结构网格形式,利用有限体积法离散控制体积内积分后的控制方程。通过求解沿水深积分方程作为外模式计算水位,垂向采用σ坐标系简化表面和底部边界条件,求解三维浅水运动控制方程,计算流速垂向分布。将模型用于崖门水道三维潮流场的计算,利用实测资料对计算结果进行了验证,并对该潮汐河口水动力流场分布及控制因素进行了分析探讨。 展开更多
关键词 非结构网格 有限体积法(FVM) 崖门水道
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