All Issue

2017 Vol.4, Issue 1 Preview Page
31 March 2017. pp. 54-62
Abstract
References
1
Ban, C. and Choi, S.U. 2011. Large eddy simulation of rectangular open-channel flow using OpenFOAM. Journal of the Korean Society of Civil Engineers 34(3): 833-840.
2
Cater, J.E. and Williams, J.J.R. 2008. Large eddy simulation of a long asymmetric compound. Journal of Hydraulic Research 46(4): 445-453.
3
Constantinescu, G., Sukhodolov, A. and McCoy, A. 2009. Mass exchange in a shallow channel flow with a series of groynes: LES study and comparison with laboratory and field experiments. Environmental Fluid Mechanics 9(6): 587.
4
Kang, H. and Choi, S.-U. 2006a. Reynolds stress modelling of rectangular open-channel flow. Int. Journal for Numerical Methods in Fluids, 51, 1319-1334.
5
Kara, S., Stoesser, T., and Sturm, T.W. 2012. Turbulence statistics in compound channels with deep and shallow overbank flows. Journal of Hydraulic Research, 50(5), 482-493, DOI: 10.1080/00221686.2012.724194.
6
Naot, D., Nezu, I. and Nakagawa, H. 1993. Hydrodynamic behavior of compound rectangular open channels. Journal of Hydraulic Engineering 119(3): 390-408.
7
OpenFOAM®. 2011. The Open Source CFD Toolbox. Ver. 2.0.0. ESI Group, Paris, France.
8
Pezzinga, G. 1994. Velocity distribution in compound channel flows by numerical modeling. Journal of Hydraulic Engineering 120(10): 1176-1198.
9
Prinos, P., Townsend, R. and Tavoularis, S. 1985. Structure of turbulence in compound channel flows. Journal of Hydraulic Engineering 111(9): 1246-1261.
10
Robertson, E., Choudhury, V., Bhushan, S. and Walters, D.K. 2015. Validation of OpenFOAM numerical methods and turbulence models for incompressible bluff body flows. Computer and Fluids 123: 122-145.
11
Rogallo, R.S. and Moin, P. 1984. Numerical simulation of turbulent flows. Annual Review of Fluid Mechanics 16(1): 99-137.
12
Shiono, K. and Knight, D.W. 1991. Turbulent open channel flows with variable depth across the channel. Journal of Fluid Mechanics 222: 617-646.
13
Stoesser, T., Kim, S.J. and Diplas, P. 2010. Turbulent flow through idealized emergent vegetation. Journal of Hydraulic Engineering 136(12): 1003-1017.
14
Thomas, T.G. and Williams, J.J.R. 1995. Large eddy simulation of turbulent flow in an asymmetric compound open channel. Journal of Hydraulic Research 33(1): 27-41.
15
Tominaga, A. and Nezu, I. 1991. Turbulent structure in compound open-channel flows. Journal of Hydraulic Engineering 117(1): 21-41.
16
Van Balen, W., Blanckaert, K. and Uijttewaal, W.S.J. 2010. Analysis of the role of turbulence in curved open-channel flow at different water depths by means of experiments, LES and RANS. Journal of Turbulence 11(12), 1-34.
Information
  • Publisher :Korean Society of Ecology and Infrastructure Engineering
  • Publisher(Ko) :응용생태공학회
  • Journal Title :Ecology and Resilient Infrastructure
  • Journal Title(Ko) :응용생태공학회 논문집
  • Volume : 4
  • No :1
  • Pages :54-62
  • Received Date : 2017-02-14
  • Revised Date : 2017-02-20
  • Accepted Date : 2017-03-30