اسماعیلی، سیدعلیرضا، و گوهری، سعید، و حیدری، مجید. (1401). بررسی عوامل موثر در انتقال رسوب در جریان غیرماندگار. مهندسی عمران شریف، 38.2(1.1). 145-155.
https://doi.org/10.24200/j30.2021.58434.2978.
هروی، زهرا، و اژدری مقدم، مهدی، و اسماعیلی، کاظم، و گیوه چی، محمد، و بحرپیما، عبدالحمید. (1403). ارزیابی آزمایشگاهی عملکرد طرح جدید مدلهای محافظ بستر(F-jacks) دراطراف پایه پل بر اصلاح الگوی جریان. نشریه هیدرولیک، 19(1). 67-87.
https://doi.org/10.30482/jhyd.2023.395247.1643.
Azamathulla, H. M., Ghani, A. A., Zakaria, N. A., & Guven, A. (2010). Genetic programming to predict bridge pier scour. Journal of Hydraulic Engineering, 136(3), 165–169.
https://doi.org/10.1061/(ASCE)HY.1943-7900.0000133.
Biabani, R., Salmasi, F., Nouri, M., & Abraham, J. (2022). Flow over embankment gabion weirs in free flow conditions. Journal of Hydro-Environment Research, 44, 65–76.
https://doi.org/10.1016/j.jher.2022.03.003.
Chanson, H. (2006). Discussion of “Discharge through a permeable rubble mound weir” by Kohji Michioku, Shiro Maeno, Takaaki Furusawa, and Masanori Haneda. Journal of Hydraulic Engineering, 132(4), 432–433.
https://doi.org/10.1061/(ASCE)0733-9429(2006)132:4(432).
Dhahir, F. M., & Mohammed-Hasan, A. M. (2017). Using of hydraulic jump characteristics as criterion for energy dissipation in rectangular gabion weir. International Journal of Advanced Research, 5(7), 268–276.
https://doi.org/10.21474/IJAR01/4953.
Ergun, S. (1952). Fluid flow through packed columns. Chemical Engineering Progress, 48(2), 89–94.
Fathi-Moghaddam, M., Sadrabadi, M. T., & Rahmanshahi, M. (2018). Numerical simulation of the hydraulic performance of triangular and trapezoidal gabion weirs in free flow condition. Flow Measurement and Instrumentation, 62, 93–104.
https://doi.org/10.1016/j.flowmeasinst.2018.05.005.
Heravi, Z., Moghaddam, M. A., Esmaili, K., Givehchi, M., & Bahrpeyma, A. (2024). Impact of installing new scour prevention countermeasure (F-jacks) around bridge pier on flow pattern and scour control. Ocean Engineering, 313, 119326.
https://doi.org/10.1016/j.oceaneng.2022.112838.
Kim, S., Singh, V. P., & Seo, Y. (2014). Evaluation of pan evaporation modeling with two different neural networks and weather station data. Theoretical and Applied Climatology, 117(1), 1–13.
https://doi.org/10.1007/s00704-013-0985-y.
Khatibi, R., Salmasi, F., Ghorbani, M. A., & Asadi, H. (2014). Modelling energy dissipation over stepped-gabion weirs by artificial intelligence.
Water Resources Management, 28(7), 1807–1821.
https://doi.org/10.1007/s11269-014-0595-z.
Leu, J. M., Chan, H. C., & Chu, M. S. (2008). Comparison of turbulent flow over solid and porous structures mounted on the bottom of a rectangular channel. Flow Measurement and Instrumentation, 19(6), 331–337.
https://doi.org/10.1016/j.flowmeasinst.2008.03.004.
Michioku, K.,Maeno, S.,Furusawa, T., & Haneda, M. (2005). Discharge through a permeable rubble mound weir. Journal of Hydraulic Engineering, 131(1), 1–10.
https://doi.org/10.1061/(ASCE)0733-9429(2005)131:1(1).
Mohamed, H. I. (2010). Flow over gabion weirs. Journal of Irrigation and Drainage Engineering, 136(8), 573–577.
https://doi.org/10.1061/(ASCE)IR.1943-4774.0000217.
Rahmanshahi, M., & Shafai Bejestan, M. (2020). Gene-expression programming approach for development of a mathematical model of energy dissipation on block ramps. Journal of Irrigation and Drainage Engineering, 146(2), 04019033.
https://doi.org/10.1061/(ASCE)IR.1943-4774.0001426.
Roushangar, K., Akhgar, S., Salmasi, F., & Shiri, J. (2014). Modeling energy dissipation over stepped spillways using machine learning approaches. Journal of Hydrology, 508, 254–265.
https://doi.org/10.1016/j.jhydrol.2013.10.053.
Safarzadeh, A., & Mohajeri, S. H. (2018). Hydrodynamics of rectangular broad-crested porous weirs. Journal of Irrigation and Drainage Engineering, 144(10), 04018028.
https://doi.org/10.1061/(ASCE)IR.1943-4774.0001347.
Sahu, C., Eldho, T. I., & Mazumder, B. S. (2023). Experimental study of flow hydrodynamics around circular cylinder arrangements using particle image velocimetry. Journal of Fluids Engineering, 145(1), 011302.
https://doi.org/10.1115/1.4056024.
Salmasi, F., & Abraham, J. (2020). Discussion of “Hydrodynamics of rectangular broad-crested porous weirs” by Akbar Safarzadeh and Seyed Hossein Mohajeri. Journal of Irrigation and Drainage Engineering, 146(4), 07020003.
https://doi.org/10.1061/(ASCE)IR.1943-4774.0001450.
Salmasi, F., Sabahi, N., & Abraham, J. (2021a). Discharge coefficients for rectangular broad-crested gabion weirs: Experimental study. Journal of Irrigation and Drainage Engineering, 147(3), 04021001.
https://doi.org/10.1061/(ASCE)IR.1943-4774.0001487.
Salmasi, F., Sattari, M. T., & Nurcheshmeh, M. (2021b). Genetic programming approach for estimating energy dissipation of flow over cascade spillways. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 45(1), 443–455.
https://doi.org/10.1007/s40996-020-00541-3.
Sargison, J. E., & Percy, A. (2009). Hydraulics of broad-crested weirs with varying side slopes. Journal of Irrigation and Drainage Engineering, 135(1), 115–118.
https://doi.org/10.1061/(ASCE)0733-9437(2009)135:1(115).
Shariq, A., Hussain, A., & Ahmad, Z. (2020). Discharge equation for the gabion weir under through flow condition. Flow Measurement and Instrumentation, 74, 101769.
https://doi.org/10.1016/j.flowmeasinst.2020.101769.
Shariq, A., Hussain, A., & Ahmad, Z. (2022). Flow over gabion weir under free and submerged flow conditions. Flow Measurement and Instrumentation, 86, 102199.
https://doi.org/10.1016/j.flowmeasinst.2022.102199.
Yue, Z., Zhou, W., & Li, T. (2021). Impact of the Indian Ocean dipole on evolution of the subsequent ENSO: Relative roles of dynamic and thermodynamic processes. Journal of Climate, 34(9), 3591–3607.
https://doi.org/10.1175/JCLI-D-20-0663.1.
Zahiri, A., & Najafzadeh, M. (2018). Optimized expressions to evaluate the flow discharge in main channels and floodplains using evolutionary computing and model classification. International Journal of River Basin Management, 16(1), 123–132.
https://doi.org/10.1080/15715124.2017.1372442.
