Turbulence modeling of compound open-channel flows with and without vegetation on the floodplain using the Reynolds stress model
Tài liệu tham khảo
Choi S-U, Kang H. Numerical tests of Reynolds stress models in the computations of open-channel flows. In: Proceedings of 8th flow modeling and turbulence measurements, Tokyo, Japan; 2001.
Choi, 2004, Reynolds stress modeling of vegetated open-channel flows, J Hydraul Res, IAHR, 42, 3, 10.1080/00221686.2004.9641178
Choi S-U, Kang H. Numerical investigations of mean flow and turbulence structures of partly-vegetated open-channel flows using the Reynolds stress model. J Hydraul Res, IAHR, in press.
Cokljat, 1995, Second-order closure study of open-channel flows, J Hydraul Eng, ASCE, 121, 94, 10.1061/(ASCE)0733-9429(1995)121:2(94)
Cokljat, 1995, Compound-channel flows: a parametric study using a Reynolds stress transport closure, J Hydraul Res, IAHR, 33, 307, 10.1080/00221689509498573
Demuran, 1984, Calculation of turbulence driven secondary motion on non-circular ducts, J Fluid Mech, 140, 189, 10.1017/S0022112084000574
Dunn CJ. Experimental determination of drag coefficients in open-channel with simulated vegetation. M.S. Thesis, University of Illinois at Urbana Champaign, Urbana, IL; 1996.
Fischer-Antze, 2001, 3D numerical modeling of open channel flow with submerged vegetation, J Hydraul Res, IAHR, 39, 303, 10.1080/00221680109499833
Gibson, 1978, Ground effects on pressure fluctuations in the atmospheric boundary layer, J Fluid Mech, 86, 491, 10.1017/S0022112078001251
Kadlec, 1990, Overland flow in wetlands: vegetation resistance, J Hydraul Eng, ASCE, 116, 691, 10.1061/(ASCE)0733-9429(1990)116:5(691)
Kang H, Choi S-U. 3D Numerical simulations of compound open-channel flows with vegetated floodplains by Reynolds stress model. In: World water and environmental resources congress 2004, Salt Lake City, UT, CD-ROM; 2004.
Kawahara Y, Tamai N. Mechanism of lateral momentum transfer in compound open-channel flows. In: Proceeding of the 23rd IAHR congress, Ottawa, Canada, B463–B470; 1989.
Krishnappan, 1986, Turbulence modeling of floodplain flows, J Hydraul Eng, ASCE, 112, 251, 10.1061/(ASCE)0733-9429(1986)112:4(251)
Li, 1973, Effect of tall vegetations on flow and sediment, J Hydraul Div, ASCE, 99, 793, 10.1061/JYCEAJ.0003647
Lin, 1995, Numerical modeling of solute transport in compound channel flows, J Hydraul Res, IAHR, 33, 773, 10.1080/00221689509498551
Lin CA, Three dimensional computations of injection into swirling cross-flow using second moment closure. Ph.D. Thesis, UMIST, Manchester, England 1990.
Lopez, 2001, Mean flow and turbulence structure of open-channel flow through non-emergent vegetation, J Hydraul Eng, ASCE, 127, 392, 10.1061/(ASCE)0733-9429(2001)127:5(392)
Mellor, 1973, A survey of mean turbulent field closure, AIAA J, 11, 590, 10.2514/3.6803
Naot, 1993, Hydrodynamic behavior of compound rectangular open channels, J Hydraul Eng, ASCE, 119, 390, 10.1061/(ASCE)0733-9429(1993)119:3(390)
Naot, 1996, Hydrodynamic behavior of partly vegetated open channels, J Hydraul Eng, ASCE, 122, 625, 10.1061/(ASCE)0733-9429(1996)122:11(625)
Naot, 1982, Calculation of secondary currents in channel flows, J Hydraul Div, ASCE, 108, 948, 10.1061/JYCEAJ.0005897
Neary, 2003, Numerical solution of fully developed flow with vegetative resistance, J Eng Mech, ASCE, 129, 558, 10.1061/(ASCE)0733-9399(2003)129:5(558)
Nepf, 1999, Drag, turbulence, and diffusion in flow through emergent vegetation, Water Resour Res, AGU, 35, 479, 10.1029/1998WR900069
Nezu, 2001, Turbulent structures in partly vegetated open-channel flows with LDA and PIV measurements, J Hydraul Res, IAHR, 39, 629, 10.1080/00221686.2001.9628292
Nezu I, Rodi W. Experimental study on secondary currents in open channel flow. In: 21st IAHR congress, Melbourne, Australia, 2; 1985; p. 19–23.
Pezzinga, 1994, Velocity distribution in compound channel flows by numerical modeling, J Hydraul Eng, ASCE, 120, 1176, 10.1061/(ASCE)0733-9429(1994)120:10(1176)
Pope, 2000
Prinos P. Turbulence modeling of main channel-floodplain flows with an algebraic stress model. In: International conference on river flood hydraulics, Chichester, UK, 1990; p. 173–85.
Raupach, 1982, Averaging procedures for flow within vegetation canopies, Boundary Layer Meteorol, 22, 79, 10.1007/BF00128057
Rotta, 1951, Statistiche theorie nichthomogener turbulenz, Zeitschrift fur Phys, 129, 547, 10.1007/BF01330059
Shimizu, 1994, Numerical analysis of turbulent open-channel flow a vegetation layer using a k–ε turbulence model, J Hydrosci Hydraul Eng, 11, 57
Shir, 1973, A preliminary study of atmospheric turbulent flow in the idealized planetary boundary layer, J Atmos Sci, 30, 1327, 10.1175/1520-0469(1973)030<1327:APNSOA>2.0.CO;2
Speziale, 1991, Modeling the pressure strain correlation of turbulence: an invariant dynamical systems approach, J Fluid Mech, 227, 245, 10.1017/S0022112091000101
Sofialidis, 1998, Compound open-channel flow modeling with nonlinear low-Reynolds k–ε models, J Hydraul Eng, ASCE, 124, 253, 10.1061/(ASCE)0733-9429(1998)124:3(253)
Tominaga, 1991, Turbulent structure in compound open-channel flows, J Hydraul Eng, ASCE, 117, 21, 10.1061/(ASCE)0733-9429(1991)117:1(21)
Thomas, 1995, Large eddy simulation of turbulent flow in a symmetric compound open channel, J Hydraul Res, IAHR, 33, 27, 10.1080/00221689509498682
Thornton, 2000, Calculating shear stress at channel-overbank interfaces in straight channels with vegetated floodplains, J Hydraul Eng, ASCE, 126, 929, 10.1061/(ASCE)0733-9429(2000)126:12(929)
Hanjalic, 1972, A Reynolds stress model of turbulence and its application to thin shear flows, J Fluid Mech, 52, 609, 10.1017/S002211207200268X