DANS model for vegetated open channel flows

References

• Cheng, H., & Castro, I. P. (2002). Near wall flow over urban-like roughness. Boundary-Layer Meteorology, 104, 229–259. doi: 10.1023/A:1016060103448
   Web of Science ®Google Scholar
• Coceal, O., Thomas, T. G., Castro, I. P., & Belcher, S. E. (2006). Mean flow and turbulence statistics over groups of urban-like cubical obstacles. Boundary-Layer Meteorology, 121, 491–519. doi: 10.1007/s10546-006-9076-2
   Web of Science ®Google Scholar
• Choi, S. U., and Kang, H. S. (2004). Reynolds stress modeling of vegetated open-channel flows. Journal of Hydraulic Research, 42(1), 3–11. doi: 10.1080/00221686.2004.9641178
   Web of Science ®Google Scholar
• Defina, A., & Bixio, A. C. (2005). Mean flow and turbulence in vegetated open channel flow. Water Resources Research, 41, W07006. doi: 10.1029/2004WR003475
   Web of Science ®Google Scholar
• Dunn, C., Lopez, F., & Garcia, M., 1996. Mean flow and turbulence structure induced by vegetation: Experiments. Hydraulic Engineering Series No. 51, UILU-ENG 96-2009, Department of Civil Engineering, University of Illinois at Urbana-Champaign, Urbana.
   Google Scholar
• Dong, Z., Gao, S., & Fryrear, D. W. (2001). Drag coefficients, roughness length and zero-plane displacement height as distributed by artificial standing vegetation. Journal of Arid Environments, 49, 485–505. doi: 10.1006/jare.2001.0807
   Web of Science ®Google Scholar
• Fischer-Antze, T., Stoesser, T., Bates, P., & Olsen, N. R. B. (2001). 3D numerical modelling of open-channel flow with submerged vegetation. Journal of Hydraulic Research, 39, 303–310. doi: 10.1080/00221680109499833
   Web of Science ®Google Scholar
• Foudhil, H., Brunet, Y., & Caltagirone, J. P. (2005). A fine-scale k−ε model for atmospheric flow over heterogeneous landscapes. Environmental Fluid Mechanics, 5, 247–265. doi: 10.1007/s10652-004-2124-x
   Web of Science ®Google Scholar
• Ghisalberti, M., Nepf, H.M., (2004). The limited growth of vegetated shear layers. Water Resources Research, 40, W07502. doi: 10.1029/2003WR002776
   Web of Science ®Google Scholar
• Ikeda, S., & Kanazawa, M. (1996). Three-dimensional organized vortices above flexible plants. Journal of Hydraulic Engineering, ASCE, 122, 634–640. doi: 10.1061/(ASCE)0733-9429(1996)122:11(634)
   Web of Science ®Google Scholar
• Järvelä, J. (2005). Effect of submerged flexible vegetation on flow structure and resistance. Journal of Hydrology, 307, 233–241. doi: 10.1016/j.jhydrol.2004.10.013
   Web of Science ®Google Scholar
• Li, C. W., & Xie, J. F., (2011). Numerical modeling of free surface flow over submerged and highly flexible vegetation. Advances in Water Resources, 34, 468–477. doi: 10.1016/j.advwatres.2011.01.002
   Web of Science ®Google Scholar
• Li, C. W., & Yan, K. (2007). Numerical investigation of wave-current-vegetation interaction. Journal of Hydraulic Engineering, ASCE, 133, 794–803. doi: 10.1061/(ASCE)0733-9429(2007)133:7(794)
   Web of Science ®Google Scholar
• Lin, P., & Li, C. W. (2002). A σ-coordinate three-dimensional numerical model for surface wave propagation. International Journal for Numerical Methods in Fluids, 38, 1045–1068. doi: 10.1002/fld.258
   Web of Science ®Google Scholar
• Lopez, F., & Garcia, M. (2001). Mean flow and turbulence structure of open-channel flow through non-emergent vegetation. Journal of Hydraulic Engineering, ASCE, 127, 392–402. doi: 10.1061/(ASCE)0733-9429(2001)127:5(392)
   Web of Science ®Google Scholar
• Manes, C., Polrajac, D., McEwan, I., Nikora, V. (2009). Turbulence structure of open channel flows over permeable and impermeable beds: A comparative study. Physics of Fluids, 21, 125109. doi: 10.1063/1.3276292
   Web of Science ®Google Scholar
• Moltchanov, S., Bohbot-Raviv, Y., & Shavit, U. (2011). Dispersive stresses at the canopy upstream edge. Boundary-Layer Meteorology, 139, 331–351. doi: 10.1007/s10546-010-9582-0
   Web of Science ®Google Scholar
• Murphy E., Ghisalberti, M., & Nepf, H. (2007). Model and laboratory study of dispersion in flows with submerged vegetation. Water Resources Research, 43, W05438. doi: 10.1029/2006WR005229
   Web of Science ®Google Scholar
• Neary, V. S. (2003). Numerical solution of fully developed flow with vegetative resistance. Journal of Engineering Mechanics, ASCE, 129, 558–563. doi: 10.1061/(ASCE)0733-9399(2003)129:5(558)
   Web of Science ®Google Scholar
• Nepf, H., & Vivoni, E. (2000). Flow structure in depth-limited, vegetated flow. Journal of Geophysical Research, 105, 28547–28557. doi: 10.1029/2000JC900145
   Web of Science ®Google Scholar
• Nikora V, McEwan, I., McLean, S., Coleman, S., Pokrajac, D., & Walters, R. (2007). Double-averaging concept for rough-bed open-channel and overland flows: Theoretical background. Journal of Hydraulic Engineering, ASCE, 133, 873–883. doi: 10.1061/(ASCE)0733-9429(2007)133:8(873)
   Web of Science ®Google Scholar
• Pedras, M. H. J., & de Lemos, M. J. S. (2001). Macroscopic turbulence modelling for incompressible flow through undeformable porous media. International Journal of Heat and Mass Transfer, 44, 1081–1093. doi: 10.1016/S0017-9310(00)00202-7
   Web of Science ®Google Scholar
• Poggi, D., Katul, G. G., & Albertson, J. D. (2004a). A note on the contribution of dispersive fluxes to momentum transfer within canopies. Boundary-Layer Meteorology, 111, 615–621. doi: 10.1023/B:BOUN.0000016563.76874.47
   Web of Science ®Google Scholar
• Poggi, D., Porporato, A., Ridolfi, L., Albertson, J. D., & Katul, G. G. (2004b). The effect of vegetation density on canopy sub-layer turbulence. Boundary-Layer Meteorology, 111, 565–587. doi: 10.1023/B:BOUN.0000016576.05621.73
   Web of Science ®Google Scholar
• Poggi, D., Krug, C., & Katul, G. G. (2009). Hydraulic resistance of submerged rigid vegetation derived from first-order closure models. Water Resources Research, 45, W10442. doi: 10.1029/2008WR007373
   Web of Science ®Google Scholar
• Raupach, M. R., & Shaw, R. H. (1982). Averaging procedures for flow within vegetation canopies. Boundary-Layer Meteorology, 22(1), 79–90. doi: 10.1007/BF00128057
   Web of Science ®Google Scholar
• Raupach, M. R. (1994). Simplified expression for vegetation roughness length and zero-plane displacement as functions of canopy height and area index. Boundary-Layer Meteorology, 7, 211–216. doi: 10.1007/BF00709229
   Web of Science ®Google Scholar
• Rodi, W. (1976). A new algebraic relation for calculating Reynolds stresses. Zeitschrift fuer angewandte Mathematik und Mechanik, 56, 219–221. doi: 10.1002/zamm.19760560510
   Web of Science ®Google Scholar
• Shimizu, Y., & Tsujimoto, T. (1994). Numerical analysis of turbulent open-channel flow over vegetation layer using a k-ε turbulence model. Journal of Hydroscience and Hydraulic Engineering, JSCE, 11, 57–67.
   Google Scholar
• Velasco, D., Bateman, A., & Medina, V. (2008). A new integrated, hydro-mechanical model applied to flexible vegetation in riverbeds. Journal of Hydraulic Research, 46, 579–597. doi: 10.3826/jhr.2008.2986
   Web of Science ®Google Scholar
• Yang, S. Q., Tan, S. K., & Lim, S. Y. (2004). Velocity distribution and dip-phenomenon in smooth open channel flows. Journal of Hydraulic Engineering, ASCE, 130, 1179–1186. doi: 10.1061/(ASCE)0733-9429(2004)130:12(1179)
   Web of Science ®Google Scholar
• Zeng, C., & Li, C. W. (2014). Measurements and modeling of open-channel flows with finite semi-rigid vegetation patches. Environmental Fluid Mechanics, 14, 113–134. doi: 10.1007/s10652-013-9298-z
   Web of Science ®Google Scholar