Three-Dimensional Flow Analysis around Permeable Hydraulic Structure Comprising Connected Stones

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:xkyx2005
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
The flow state around hydraulic structures such as groins and weirs composed of connected stones is extremely complicated.Therefore, more accurate approach velocities must be used in designing these structures considering such structures stability against floods.
其他文献
The accurate numerical simulation of river flow by means of 2D shallow-water model requires a large amount of topographic data to build a sufficiently accurate Digital Terrain Model (DTM).
In this paper, A well-balanced Godunov-type scheme for the 2D shallow water flow is proposed to model the dam-break floods with irregular topography and wet/dry fronts on the triangular mesh.
A novel numerical model for simulating open channel flows in river networks has been developed using Godunov method in order to avoid the problem that the traditional numerical models often fail when
Due to the interaction between branch flow and main stream at confluence zone in open channel, the water level of free surface often varies dramatically.
Traditional numerical models for shallow flows are mostly based on the Saint-Venant equations derived for horizontal or gentle slopes, which however are not generally justified for flows over steep sl
Rectangular jet or nappe flow constitutes one of the energy dissipation methods in arch dams.The high turbulence and aeration phenomena that appear in fall jets and dissipation basins make difficult t
Anintegrated surface flow routing algorithm called SWE_KWA is developed in this paper.The algorithm is based the shallow water equations and the kinematic wave approximation.
Dam breach can cause significant fatalities and economic costs.The numerical investigation of dam breach flows is playing an increasingly essential role in hydraulic and river engineering in respect t
Some environmental, irrigation and engineering applications have a special interest in the accurate simulation of 3D subsurface flows.
This paper demonstrates the application of InfoWorks CS model for the calibration of hydraulic performance of Stage 1 and also for the hydraulic design of Stage 2 HATS system.