مطالعه عددی خصوصیات جریان در آبراهه روباز مرکب با پوشش گیاهی لایه‌ای ناهمگون در سیلابدشت

Ahmadi Dehrashid, F., Heidari, M., Rahimi, H.R., Khoshkonesh, A., Yuan, S., Tang, X., Lu, C., Wang, X. (2022). CFD modeling the flow dynamics in an open channel with double-layered vegetation. Modeling earth system and environment. doi.org/10.1007/s40808-022-01513-4.

Anjum, N., & Tanaka, N. (2020). Study on the flow structure around discontinued vertically layered vegetation in an open channel. Journal of Hydrodynamics, 32(3), 454-467. doi: 10.1007/s42241-019-0040-2.

Anjum, N., Ghani, U., Ahmed Pasha, G., Latif, A., Sultan, T., & Ali, S. (2018). To investigate the flow structure of discontinuous vegetation patches of two vertically different layers in an open channel. Water, 10(1), 75. doi: 10.3390/w10010075.

Carollo, F. G., Ferro, V. I. T. O., & Termini, D. (2002). Flow velocity measurements in vegetated channels. Journal of hydraulic Engineering, 128(7), 664-673. doi.org/10.1061/(ASCE)0733-9429(2002)128:7(664).

Chao, L. I. U., Shan, Y. Q., Yang, K. J., & Liu, X. N. (2013). The characteristics of secondary flows in compound channels with vegetated floodplains. Journal of Hydrodynamics, Ser. B, 25(3), 422-429. doi.org/10.1016/S1001-6058(11)60381-9

Chatelain, M., & Proust, S. (2021). Open-channel flows through emergent rigid vegetation: Effects of bed roughness and shallowness on the flow structure and surface waves. Physics of Fluids, 33(10), 106602. https://doi.org/10.1063/5.0063288ï

Chembolu, V., Kakati, R., & Dutta, S. (2019). A laboratory study of flow characteristics in natural heterogeneous vegetation patches under submerged conditions. Advances in Water Resources, 133, 103418. https://doi.org/10.1016/j.advwatres.2019.103418.

Dehrashid, F. A., Gohari, S., Asim, T., Mishra, R., Khoshkonesh, A., Bahamanpouri, F., & Nsom, B. (2022). Experimental and Numerical Study of Local Scouring Downstream of D-Type Piano Key Weir. International Journal of COMADEM, 25(1), 51-62.

Fathi-Moghadam, M., Kashefipour, M., Ebrahimi, N., & Emamgholizadeh, S. (2011). Physical and numerical modeling of submerged vegetation roughness in rivers and flood plains. Journal of Hydrologic Engineering, 16(11), 858-864. https://doi.org/10.1061/(ASCE)HE.1943-5584. 0000381.

Finnigan, J. (2000). Turbulence in plant canopies. Annual review of fluid mechanics, 32(1), 519-57. doi: 10.1146/annurev.fluid.32.1.519.

Flow Science. (2016). FLOW-3D Documentation.

Ghani, U., Anjum, N., Pasha, G. A., & Ahmad, M. (2019). Numerical investigation of the flow characteristics through discontinuous and layered vegetation patches of finite width in an open channel. Environmental Fluid Mechanics, 19(6), 1469-1495. doi.org/10.1007/s10652-019-09669-x.

Ghisalberti, M., & Nepf, H. (2006). The structure of the shear layer in flows over rigid and flexible canopies. Environmental Fluid Mechanics, 6(3), 277-30. doi: 10.1007/s10652-006-0002-4.

Hirt, C. W., & Nichols, B. D. (1981). Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of computational physics, 39(1), 201-225. https://doi.org/10.1016/0021-9991(81)90145-5

Huai, W. X., Zhang, J., Wang, W. J., & Katul, G. G. (2019). Turbulence structure in open channel flow with partially covered artificial emergent vegetation. Journal of Hydrology, 573, 180-193. doi: 10.1016/j.jhydrol.2019.03.071.

Ikeda, S., & Kanazawa, M. (1996). Three-dimensional organized vortices above flexible water plants. Journal of Hydraulic Engineering, 122(11), 634-640. doi.org/10.1061/(ASCE)0733-9429(1996)122:11(634).

Khoshkonesh, A., Daliri, M., Riaz, K., Dehrashid, F. A., Bahmanpouri, F., & Di Francesco, S. (2022). Dam-break flow dynamics over a stepped channel with vegetation. Journal of Hydrology, 613, 128395. doi.org/10.1016/j.jhydrol.2022.128395

Koftis, T., & Prinos, P. (2018). Reynolds stress modelling of flow in compound channels with vegetated floodplains. Journal of Applied Water Engineering and Research, 6(1), 17-27. doi: 10.1080/23249676.2016.1209437.

Kouwen, N., Unny, T. E., & Hill, H. M. (1969). Flow retardance in vegetated channels. Journal of the Irrigation and Drainage Division, 95(2), 329-342. doi.org/10.1061/JRCEA4.0000652.

Liu, D., Diplas, P., Hodges, C. C., & Fairbanks, J. D. (2010). Hydrodynamics of flow through double layer rigid vegetation. Geomorphology, 116(3-4), 286-296. doi: 10.1016/j.geomorph.2009.11.024.

Nepf, H. M., Sullivan, J. A., & Zavistoski, R. A. (1997). A model for diffusion within emergent vegetation. Limnology and Oceanography, 42(8), 1735-1745.

Nepf, H. M., & Vivoni, E. R. (2000). Flow structure in depth‐limited, vegetated flow. Journal of Geophysical Research: Oceans, 105(C12), 28547-28557. doi: 10.1029/2000JC900145.

Nepf, H., White, B., Lightbody, A., & Ghisalberti, M. (2007). Transport in aquatic canopies. In Flow and transport processes with complex obstructions (pp. 221-250). Springer, Dordrecht.

Nepf, H. M. (2012). Hydrodynamics of vegetated channels. Journal of Hydraulic Research, 50(3), 262-279.

Nikmanesh, M. )2011(. Predict the impact of vegetation on the banks and riverbed hydraulic roughness coefficient in Shiraz River. Journal of Science and Water Engineering, Islamic Azad University, Science and Research Branch, Khozestan (in Persian).

Nezu, I., & Sanjou, M. (2008). Turburence structure and coherent motion in vegetated canopy open-channel flows. Journal of hydro-environment research, 2(2), 62-90. https://doi.org/10.1016/j.jher.2008.05.003

Osman, E. A. )2003(. The Hydraulic Behavior of Vegetated Channel. M. Sc. Thesis, Ain Shams University, Cairo, Egypt.

Pasha, G. A., Tanaka, N., Yagisawa, J., & Achmad, F. N. (2018). Tsunami mitigation by combination of coastal vegetation and a backward-facing step. Coastal Engineering Journal, 60(1), 104-125. https://doi.org/10.1080/21664250.2018.14370 14

Rahimi, H. R., Tang, X., & Singh, P. (2020). Experimental and numerical study on impact of double layer vegetation in open channel flows. Journal of Hydrologic Engineering, 25(2), 04019064. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001865

Rameshwaran, P., & Shiono, K. (2007). Quasi two-dimensional model for straight overbank flows through emergent. Journal of Hydraulic Research, 45(3), 302-315. doi: 10.1080/00221686.2007.9521765

Ren, J. T., Wu, X. F., & Zhang, T. (2021). A 3-D numerical simulation of the characteristics of open channel flows with submerged rigid vegetation. Journal of Hydrodynamics, 33(4), 833-843.. https://doi.org/10.1007/s42241-021-0063-3.

Ruonan, B., Liekai, C., Xingkui, W., & Danxun, L. (2016). Comparison of ADV and PIV measurements in open channel flows. Procedia Engineering, 154, 995-1001.

Singh, P., Rahimi, H. R., & Tang, X. (2019). Parameterization of the modeling variables in velocity analytical solutions of open-channel flows with double-layered vegetation. Environmental Fluid Mechanics, 19(3), 765-784. doi.org/10.1007/s10652-018-09656-8.

Sohrabi, S., Afzalimehr, H., & Singh, V. P. (2022). Estimation of drag coefficient of emergent and submerged vegetation patches with various densities and arrangements in open channel flow. ISH Journal of Hydraulic Engineering, 1-11. https://doi.org/10.1080/09715010.2022.2066482

Sun, X., & Shiono, K. (2009). Flow resistance of one-line emergent vegetation along the floodplain edge of a compound open channel. Advances in Water Resources, 32(3), 430-438. doi: 10.1016/j.advwatres.2008.12.004.

Takuya, U., Keiichi, K., and Kohji, M. (2014). Experimental and numerical study on hydrodynamics of riparian vegetation. Journal of Hydrodynamic, 26: 796-806. doi: 10.1016/S1001-6058(14)60088-3.

Tang, X., Rahimi, H., Singh, P., Wei, Z., Wang, Y., Zhao, Y., & Lu, Q. (2019). Experimental study of open-channel flow with partial double-layered vegetation. In E3S Web of Conferences (Vol. 81, p. 01010). EDP Sciences. doi.org/10.1051/e3sconf/20198101010

Tang, X., Rahimi, H., Singh, P., Wei, Z., Wang, Y., Zhao, Y., & Lu, Q. (2019). Experimental study of open-channel flow with partial double-layered vegetation. In E3S Web of Conferences (Vol. 81, p. 01010). EDP Sciences.

Tang, X., Guan, Y., Zhang, Y., Zhang, W., Jiang, Y., Liu, T., & Yi, X. (2021, February). Effect of Vegetation on the Flow of a Partially-Vegetated Channel. In IOP Conference Series: Earth and Environmental Science (Vol. 668, No. 1, p. 012050). IOP Publishing, doi:10.1088/1755- 1315/668/1/012050

Tang, X., Rahimi, H., Guan, Y., & Wang, Y. (2021). Hydraulic characteristics of open-channel flow with partially-placed double layer rigid vegetation. Environmental Fluid Mechanics, 21(2), 317-342. DOI: 10.1007/s10652-020-09775-1.

Tsujimoto, T., & Kitamura, T. (1990). Velocity profile of flow in vegetated-bed channels. KHL progressive report, 1, 43e55.

Tsujimoto, T. (1992). Turbulent open-channel flow over bed covered by rigid vegetation. Journal of Hydr. sc and Hydr. Eng, Japan, 10(2), 13-25.

Yang, K., Cao, S., & Knight, D. W. (2007). Flow patterns in compound channels with vegetated floodplains. Journal of Hydraulic Engineering, 133(2), 148-159. doi: 10.1061/(ASCE)0733-9429(2007)133:2(148).

Yonesi, H. A., Omid, M. H., & Ayyoubzadeh, S. A. (2013). The hydraulics of flow in non-prismatic compound channels. J Civil Eng Urban, 3(6), 342-356.

Zhao, F., Huai, W., & Li, D. (2017). Numerical modeling of open channel flow with suspended canopy. Advances in Water Resources, 105, 132-143. doi.org/10.1016/j.advwatres.2017.05.001