The total flow control equations and the characteristics of unsteady gradually varied flow in open channels

被引:0
作者
Shi-he Liu
Qian-yi Zhao
Qiu-shi Luo
机构
[1] Wuhan University,Key Laboratory of Water Resources and Hydropower Engineering Science
[2] Yellow River Engineering Consulting Co.,undefined
[3] Ltd,undefined
来源
Journal of Hydrodynamics | 2019年 / 31卷
关键词
Open channel unsteady flow; total flow characteristics; control equations;
D O I
暂无
中图分类号
学科分类号
摘要
Most unsteady channel flows in nature and practical engineering appear as gradually varied ones, and in the free surface, the deformation conforms to the long wave hypothesis. One-dimensional total flow models were usually used to for the numerical simulation of long-term and long-distance reaches to describe the water movements, however, the models lack a clear relationship between the three-dimensional flow field and the total flow field. Moreover, few studies of the variations of the roughness coefficient against the time in unsteady flows were conducted. The following results are obtained through the theoretical analysis and the numerical simulations in this paper. (1) One-dimensional total flow control equations of the unsteady gradually varied flow in open channels are obtained directly from the mathematical model of the viscous fluid motion, and can both reflect the influence of the turbulence and provide an explicit expression of the energy slope term. These equations establish a direct connection between the descriptions of the three-dimensional flow fields and the one-dimensional total flows. (2) Synchronous prototype observation data and planar two-dimensional numerical simulation results are used to extract the one-dimensional total flow information and discuss the total flow characteristics. (3)The orders of magnitude for terms in the total flow motion equation are compared, and the variation of the roughness coefficient against the time is analyzed.
引用
收藏
页码:177 / 185
页数:8
相关论文
共 32 条
  • [1] Nezu I.(1997)Turbulent structure in unsteady depth–varying open–channel flows [J] Journal of Hydraulic Engineering 123 752-763
  • [2] Kadota A.(2005)Open–channel flow turbulence and its research prospect in the 21st century [J] Journal of Hydraulic Engineering 131 229-246
  • [3] Nakagawa H.(2011)PIV and PTV measurements in hydro–sciences with focus on turbulent open–channel flows [J] Journal of Hydro–environment Research 5 215-230
  • [4] Nezu I.(1995)Bed–shear stress in non–uniform and unsteady open–channel flows [J] Journal of Hydraulic Research 33 699-704
  • [5] Nezu I.(1996)Velocity and turbulence distribution in unsteady open–channel flows [J] Journal of Hydraulic Engineering 122 141-154
  • [6] Sanjou M.(2003)Three–Dimensional^CFD Modeling of Self–Forming Meandering Channel [J] Journal of Hydraulic Engineering 129 366-372
  • [7] Graf W. H.(2007)3D numerical Modeling of flow and sediment transport in laboratory channel bends [J] Journal of Hydraulic Engineering 133 1123-1134
  • [8] Song T.(2014)Simulation of Velocity Profile of Turbulent Flow in Open Channel with Complex Geometry [J] Physics Procedia 55 119-128
  • [9] Song T.(2004)Depth–averaged two–dimensional numerical modeling of unsteady flow and nonuniform sediment transport in open channels [J] Journal of hydraulic engineering 130 1013-1024
  • [10] Graf W. H.(1986)Numerical modeling of unsteady open–channel flow [J] Advances in Hydroscience 14 161-333