首页> 外文期刊>Journal of Hydraulic Engineering >New Near-Wall Treatment for Suspended Sediment Transport Simulations with High Reynolds Number Turbulence Models
【24h】

New Near-Wall Treatment for Suspended Sediment Transport Simulations with High Reynolds Number Turbulence Models

机译:高雷诺数湍流模型对悬浮泥沙运移模拟的新近壁处理

获取原文
获取原文并翻译 | 示例
       

摘要

A new approach is proposed to treat the bottom boundary conditions for suspended sediment transport modeling, which works with turbulence models using wall functions. New boundary conditions for suspended sediment are specified directly at the sediment bed, not at some reference height. It is numerically equivalent to the traditional approach of specifying boundary condition at a reference height. The new approach eliminates the need of any special treatment for the gap between the bed and the reference height. It also reduces the loss of accuracy due to the interpolation of solution variables between the meshes for fluid and suspended sediment. The associated near-bottom grid resolution requirement is discussed and a general guideline is proposed. The application of the new near-wall treatment is demonstrated.
机译:提出了一种新方法来处理悬浮泥沙运移模型的底部边界条件,该方法可以与使用壁函数的湍流模型一起使用。悬浮沉积物的新边界条件直接在沉积物床上指定,而不是在某些参考高度上。在数值上等效于指定参考高度的边界条件的传统方法。新方法消除了床和参考高度之间间隙的任何特殊处理的需要。由于对流体和悬浮沉积物的网格之间的解变量进行插值,它还减少了精度损失。讨论了相关的近底网格分辨率要求,并提出了一般准则。演示了新近壁处理的应用。

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