References
- Anderson, J.D., and Wendt, J. (1995). Computational fluid dynamics: the basics with applications. Science/Engineering/Math, New York, McGraw-Hill.
- ANSYS Fluent Theory Guide,18, January 2017. ANSYS drive Canonsburg. PA 15317.
- Devi, T.B., and Bimlesh, K. (2016). “Channel hydrodynamics of submerged, flexible vegetation with seepage.” J. Hydraul. Eng., 142(11), 04016053. 10.1061/(ASCE)HY.1943-7900.0001180.
- D’Ippolito, A., Calomino, F., Alfonsi, G., and Lauria, A. (2021). “Flow resistance in open channel due to vegetation at reach scale: A review.” Water (Switzerland), 13(2), 116. 10.3390/w13020116.
- Huai, W.-X., Li, S., Katul, G.G., Liu, M.-Y., and Yang, Z.-H. (2021). “Flow dynamics and sediment transport in vegetated rivers: A review.” J. Hydrodyn., 33(3), 400–420. 10.1007/s42241-021-0043-7.
- Kumar, M., and Agarwal, S. (2017): “Flow analysis of rigid and flexible vegetation using ANSYS Fluent”ASCE India Conference, New Delhi, New Delhi, India, 12–14 December.
- Mulahasan, S., and Stoesser, T. (2017). “Flow resistance of inline vegetation in open channel flow.” Int. J. River Basin. Manag.15(3). 329–334. 10.1080/15715124.2017.1307847.
- Rahimi, H.R., Tang, X., and Singh, P. (2020). “Experimental and numerical study on impact of Double layer vegetation in open channel flows.” J. Hydrol. Eng., 25(2), 04019064. 10.1061/(ASCE)HE.1943-5584.0001865.
- Sonnenwald, F., Guymer, L., and Stovin, V. (2019). “A CFD- based mixing model for vegetation.” Water Resour Res, 55(3). 2322–2347. 10.1029/2018WR023628.
- Stoesser, T., Kim, S.J., and Diplas, P. (2010). “Turbulent flow through idealized emergent vegetation.” J. Hydraul. Eng., 136(12), 1003–1017. 10.1061/(ASCE)HY.1943-7900.0000153.
- Tang, X., Guan, Y., Rahimi, H., Singh, P., and Zhang, Y. (2021). Discharge and velocity variation of flows in open channels partially covered with different layered vegetation. In E3S Web of Conferences, Wuhan, China (Vol. 269, p. 03001). EDP Sciences.
- Tschisgale, S., Lohrer, B., Meller, R., and Frohlich, J. (2021). “Large eddy simulation of the fluid–structure interaction in an abstracted aquatic canopy consisting of flexible blades.” J Fluid Mech, 916. A43. 10.1017/jfm.2020.858.
- Wang, J., Guojian, H., Dey, S., and Fang, H. (2022a). “Fluid –structure interaction in a flexible vegetation canopy in an open channel.” J Fluid Mech, 951. A41. 10.1017/jfm.2022.899.
- Wang, J., Guojian, H., Dey, S., and Fang, H. (2022b). “Influence of submerged flexible vegetation on turbulence in an open-channel flow.” J Fluid Mech, 947. A31. 10.1017/jfm.2022.598.
- Wang, J., Liu, X., Min Juan Dai, F., and Jiang, X. (2021). “Turbulence structure and longitudinal velocity distribution of open channel flows with reedy emergent vegetation.” Ecohydrology15(1). e2352. 10.1002/eco.2352.
- Wen-Xin, H., Zhen-Lei, W., Zhong-Dong, Q., and Chuan, G. (2011). “Large eddy simulation of open channel flows with nonsubmerged vegetation.” J. Hydrodyn., 23(2), 258–264. 10.1016/S1001-60581060111-4.