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Boussinesq modeling of waves, currents and sediment transport.

机译:波浪,水流和泥沙输送的Boussinesq建模。

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摘要

New Boussinesq-type equations are derived for surface water wave propagation and currents in relatively shallow water regions. The new equations are fully nonlinear and accurate to O(mu2), with mu the indicator of wave dispersion. 1-D and 2-D computer models (FUNWAVE1D2.0 and FUNWAVE2D2.0) are developed based on the new Boussinesq equations for wave current modeling. The new Boussinesq models are based on a staggered grid system. The FUNWAVE2D2.0 model is also based on generalized curvilinear coordinate to fit complex nearshore geometries. Wave breaking introduced undertow currents are included in the dependent reference velocities automatically. The new equations retain vertical vorticity generated by wave breaking and bottom friction to the second order of dispersion. Wetting and drying algorithm is developed to model wave run up and run down and track shoreline change instantaneously. Phase resolving sediment transport is integrated into the Boussinesq wave current model to investigate nearshore morphological change due to wave and current forces (FUNSEDI1D1.0 and FUNSEDI2D1.0). A non-oscillatory Euler-WENO morphological scheme is developed to model the interaction between hydrodynamics and morphological change accurately and stably as compared to classical Lax-Wendroff schemes. 1-D vertical wave current bottom boundary layer models are developed to calculate the bottom shear stresses instantaneously. Classical sediment transport formulas are implemented and compared to investigate their performance for unsteady, transient flow as well as skewed and asymmetric waves introduced sediment transport in nearshore region. The model is applied to simulate DUCK'94 field measurement to investigate both accretional and erosional events of sand bar migration. The LIP11 lab experiment is also simulated to further test the performance of the model. The present sediment transport model can also be used to examine future transport formulas for unsteady flow system.
机译:推导出了新的Boussinesq型方程,用于相对浅水区域的地表水波传播和水流。新的方程是完全非线性的,并且精确到O(mu2),其中mu是波散度的指标。一维和二维计算机模型(FUNWAVE1D2.0和FUNWAVE2D2.0)是基于新的Boussinesq方程开发​​的,用于波浪电流建模。新的Boussinesq模型基于交错网格系统。 FUNWAVE2D2.0模型也基于广义曲线坐标,以适合复杂的近海几何形状。引入的波流引入水下电流会自动包含在相关的参考速度中。新的方程式保留了由波浪破碎和底部摩擦到色散的二阶所产生的垂直涡度。开发了润湿和干燥算法,以对波浪的上升和下降进行建模,并即时跟踪海岸线变化。相分辨沉积物的运移被集成到Boussinesq波浪流模型中,以研究由于波浪和潮流力(FUNSEDI1D1.0和FUNSEDI2D1.0)引起的近岸形态变化。与经典的Lax-Wendroff方案相比,开发了一种非振荡的Euler-WENO形态方案,以准确,稳定地模拟流体动力学和形态变化之间的相互作用。建立一维垂直波电流底部边界层模型,以立即计算底部切应力。实施并比较了经典的泥沙输运公式,以研究其在近岸地区的不稳定,瞬变流量以及偏斜和非对称波引入的泥沙输运中的性能。该模型用于模拟DUCK'94现场测量,以研究沙洲迁移的增生和侵蚀事件。还对LIP11实验室实验进行了仿真,以进一步测试模型的性能。当前的泥沙运移模型也可以用于检验非恒定流系统的未来运移公式。

著录项

  • 作者

    Long, Wen.;

  • 作者单位

    University of Delaware.;

  • 授予单位 University of Delaware.;
  • 学科 Engineering Civil.; Engineering Marine and Ocean.; Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2006
  • 页码 350 p.
  • 总页数 350
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;海洋工程;环境污染及其防治;
  • 关键词

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