Numerical Modelling of Multi-Step Energy Dissipation Facility in Rushing Trough

Article Preview

Abstract:

Abstract:Rushing trough is often used as drainage in steep slope section, velocity of flow can be reduced and water-damage of road can also be prevented furtherly if multi-step energy dissipation facility is placed in rushing trough. In this paper, CFD method is adopted and VOF calculating model is established and turbulent kinetic energy and turbulent dissipation rate are introduced as standard to analyse energy dissipation mechanics of the facility. The factors such as height of embankment, gradient of trough, size of step and velocity of flow in inlet, which can influence efficiency of energy dissipation, are also discussed in the paper and regression formula about efficency of energy dissipation is presented. All the conclusion can guide the design of consumed energy facility.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

606-612

Citation:

Online since:

September 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Tan Zhi-ming.Reserch on Design Method of Road Drainage System. Science and Technology Item of Traffic Constrction in West of China.(In Chinese)

Google Scholar

[2] Hirt, C.W and Nichols, B.D. Volume of Fluid(VOF)Method for the Dynamics of Free Boundaries. J.Comput. Phys, 1981 No.39: 201~22

DOI: 10.1016/0021-9991(81)90145-5

Google Scholar

[3] Chen Jing-ren. The Model of Turbulence and Finite Analytical Method. Press of Shang-hai Jiaotong University. 1989.4 (In Chinese)

Google Scholar

[4] Launder, B.E and Spalding, D.B. Lecture in Mathematical Models of Turbulence. Academic Press. London, London. (1972)

Google Scholar

[5] Ye Zhen-guo. Hydraulics and Hydrology of Bridge and Culvert.Beijing:China Communications Press,2003.12. (In Chinese)

Google Scholar