Examination of Entrance Length in Open Channels by CFD Modelling

来源 :35th IAHR World Congress(第三十五届国际水利学大会) | 被引量 : 0次 | 上传用户:Z_PEPSI
下载到本地 , 更方便阅读
声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架
论文部分内容阅读
In the present paper, an attempt has been made to investigate the length required for development of velocity profiles in open channels using computational fluid dynamics approach.The water gets retarded after entering into a channel due to boundary friction effects.
其他文献
Saltation is the predominant bed-load transport mechanism in rivers and streams.The main processes involved in saltation can be described as: i) Particle collision with the bed, ii) particle "free fli
Many floodplains are interspersed with topographic features (roads, bunds, railways etc) that have a significant impact on inundation patterns.
Consecutive reverse bends with and without a connecting section are simulated by RANS with SA, SKE(standard k-ε) and NKE (nonlinear k-ε) turbulent models respectively in this work.
The circulations (secondary flow) at cross sections are common structures of free-surface flows in natural rivers.They play important roles in shaping the flow regime, governing sediment transport and
Reliable discharge data from rivers forms a vital source of information in hydrological practices.To obviate the need of expensive and difficult to conduct discharge measurements, hydrologists often t
The operation of the TGP leads to new inflow and sediment boundary conditions for the downstream Jingjiang River in the middle Yangtze River.
Dam-break waves are still in focus of research interests.During last decades lots of investigations were published concerning 2D and 3D dam-break waves with several varying boundary conditions.
Boundary condition setting is prerequisite and most important in numerical modelling of computational fluid dynamics.If boundary conditions used in the simulation work are not a true representative of
Hydrologic models are efficient tools that can be used in the simulation of alternative scenarios to help in the decision making processes of water resources planning.
To restore a more active sediment transport in the Rhine River, the introduction of coarse sediment from the floodplain to the river main channel is planned.