شبیه‌سازی آبشستگی پایین دست کف‌بند افقی با استفاده از مدل عددی

Adduce, C., & Sciortino, G. (2006). Scour due to a horizontal turbulent jet:  Numrecul and experimental investigation. J. hydra. Res, 44(5),663-673. https://doi.org/10.1080/00221686.2006.9521715

Dargahi, B. (2003). Scour downstream of a spillway. J. hydra. Res, 41(4),417-426.  https://doi.org/10.1080/00221680309499986

Farhoudi. J., & Smith, K. V. H. (1985). Local scour profiles downstream of hydraulic jump. J. Hydraul. Res, 23(4), 342-358. https://doi.org/10.1080/00221688509499344

Fath Elahi, S., Ismail Lu, sh., & Mirshahi, D. (2014). Laboratory study of the effect of sediment particle size on shear rate. The first national congress of irrigation and drainage of Iran. https://sid.ir/paper/869410/fa. [in Persian]

Ghaderi, A., Dasineh, M., Aristodemo, F., & Ghahramanzadeh, A. (2020). Characteristics of free and submerged hydraulic jumps over different macroroughnesses. Journal of Hydroinformatics, 22 (6), 1554–1572. https://doi.org/10.2166/hydro.2020.298. [in Persian]

Hamidifar, H., & Omid, M. H. (2018). Noncohesive Sediment Scour Downstream of an Apron. Journal of Agricultural Engineering Research, 11(2), 7-28. https://dorl.net/dor/20.1001.1.26454531.1389.11.2.2.3 . [in Persian]

Koochack, P., & Shafa'i Bejestan, M. (2011). Investigation of the changes in scour length downstream of the rough horizontal pavement. The 9th International Seminar on River Engineering, Shahid Chamran University, Ahvaz. https://civilica.com/doc/186664. [in Persian]

Kumcu, S.Y., & Ispir, K. (2022). Experimental and numerical modeling of various energy dissipater designs in chute channels. Journal of Applied Water Science, 12, 266.  https://doi.org/10.1007/s13201-022-01792-3

Lim, S., & Yu, G. (2002). Scouring Downstream of Sluice Gate. First International Conference of Scour Foundation, Texas Transportation Institute, Texas A and M University, Texas, USA, 17-20. https://core.ac.uk/download/pdf/326240612.pdf

Shahraki, N., Farsadizadeh, d., & Shahraki, T. (2012). Laboratory investigation of scouring caused by submerged jet downstream of horizontal weir. 7th National Congress of Civil Engineering, Shahid Nikbakht Faculty of Engineering, Zahedan. https://civilica.com/doc/216870. [in Persian]

Valizadeh, R., Arman, A., & Ghobadian, R. (1401). Investigation of the effect of the protective inclined floor on the amount of scour under the semi-buried pipe in a mild 90-degree bend. 21st Iranian Hydraulic Conference, Shahid Chamran University of Ahvaz. https://conf.iha.ir/paper?manu=58378. [in Persian]

Yen, B. C. (2002). Open Channel Flow Resistance. Journal of Hydraulic Engineering, 128(1), 20-39. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:1(20)