首页> 外文会议>International conference on computer modelling of seas and coastal regions >2D and 3D Modelling of Wave-Driven Currents in Presence of a Groin System in a Tidal Sea
【24h】

2D and 3D Modelling of Wave-Driven Currents in Presence of a Groin System in a Tidal Sea

机译:在潮汐系统存在下波动电流的2D和3D建模

获取原文

摘要

Groins are one of the most used engineering structures for coastal zone and beaches protection. Numerical morphodynamic modelling of the surf zone is one way to assess the efficiency of such structures in terms of shore stability control. We report here some results of 2D and 3D wave-driven currents simulations in presence of a system of two groins, perpendicular to a straight coastline. Wave and current (2D and 3D) models are coupled within the hydro-informatics TELEMAC system, developed at EDF-LNH with the finite element technique. 3D computations particularly enables to account for the roller effect in the upper layer of the water column. A sensitivity analysis is also performed to quantify the influence of the groins spacing, the turbulence model used in the current model, and the bottom friction. Effect of tidal currents, parallel to the coastline, is also investigated by superimposing a positive or negative longshore pressure gradient in the forcing term of the current model. The alternative pressure gradient due to tide generate a dissymetric behaviour of the current pattern between the groins which can be of importance for the sediment transport budget. Further work will mainly consists of integrating the sediment transport model in the numerical system, and looking after the effect of mean sea level variation due to the tide.
机译:腹股沟是沿海地区和海滩保护最常用的工程结构之一。冲浪区的数形态动力学建模是评估岸上稳定性控制方面这些结构效率的一种方式。在这里,我们在这里报告了2D和3D波驱动电流模拟的一些结果,其中包括两个腹股沟的系统,垂直于直线海岸线。波浪和电流(2D和3D)型号耦合在水力信息电视系统内,以有限元技术在EDF-LNH开发。 3D计算特别使能够考虑水柱上层中的滚子效果。还进行了灵敏度分析以量化腹股沟间距的影响,目前模型中使用的湍流模型以及底部摩擦。通过在当前模型的强制期间叠加正或负龙眼压力梯度,还研究了潮流的影响。由于潮汐引起的替代压力梯度产生了可能对沉积物运输预算具有重要性的腹股沟之间的电流模式的不符号行为。进一步的工作主要包括将沉积物传输模型集成在数值系统中,并在潮汐引起的平均海平面变化的效果之后。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号