[1] Kaya, N., and Emiroglu, M.E. (2010). Study of oxygen transfer efficiency at baffled chutes. In Proceedings of the Institution of Civil Engineers-Water Management,163(9), 447-456.
[2] Katorani, S., Kashefipoor, S. (2014). Effect of the Geometric Characteristics of Baffled and Bed Slopes of Drop on Hydraulic Flow Conditions in Baffled Apron Drop. Irrigation Sciences and Engineering, 37(2), 51-59.
[3] Rafiei, H., Bazargan, J., Babakhani, A. (2020). Numerical Study of the Effective Parameters on the Energy Dissipation Rate of the Baffled Chutes. Iranian Journal of Irrigation & Drainage, 14(3), 796-806.
[4] Shafaghat, M., Dezvareh, R. (2021). Support vector machine for classification and regression of coastal sediment transport. Arabian Journal of Geosciences, 14(19), 1-20.
[5] Choubin, B., Darabi, H., Rahmati, O., Sajedi-Hosseini, F., Kløve, B. (2018). River suspended sediment modelling using the CART model: A comparative study of machine learning techniques. Science of the Total Environment, 615, 272-281.
[6] Dezvareh, R. (2019). Application of Soft Computing in the Design and Optimization of Tuned Liquid Column–Gas Damper for Use in Offshore Wind Turbines. International Journal of Coastal and Offshore Engineering, 2(4), 47-57.
[7] Dezvareh, R. (2019). Providing a new approach for estimation of wave set-up in Iran coasts. Research in marine sciences, 4(1), 438-448.
[8] Shafaghat, M., Dezvareh, R. (2020). Predicting the sediment rate of Nakhilo Port using artificial intelligence. International Journal of Coastal and Offshore Engineering, 4(2), 41-49.
[9] Peterka, A. (1964). Hydraulic Design of Stilling Basins and Energy Dissipators. Engineering Monograph No 25 U.S. Department of Interior Bureau of Reclamation,154-188.
[10] Rhone, L.J. (1971). Studies to Determine the Feasibility of a Baffled Apron Drop as a Spillway Energy Dissipator-Conconully Dam Spillway-Okanogan Project. Washington U.S. Bureau of Reclamation Report REC-ERC-71-29.
[11] Jam, M., Talebbeydokhti, N., Mardashti, A. (2014). Evaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway. Journal of Hydraulics, 9(2), 1-10. doi: 10.30482/jhyd.2014.8548.
[12] Dursun, O. F., Talu, M.F., Kaya, N., and Alcin, O.F. (2016). Length prediction of non-aerated region flow at baffled chutes using intelligent nonlinear regression methods. Environmental Earth Sciences, 75(8), 680.
[13] Gerger, R., Kisi, O., Faruk Dursun, O., and Emin Emiroglu, M. (2017). Applicability of several soft computing approaches in modeling oxygen transfer efficiency at baffled chutes. Journal of Irrigation and Drainage Engineering, 143(5), 04016085.
[14] Rashki Ghaleno, M., Azhdary Moghadam, M., Azizyan, G., Khalifehei, K. (2018). Numerical Simulation of Chute Energy Dissipation with Submerged Cylindrical Obstacle using Flow 3D Model. Irrigation Sciences and Engineering, 41(4), 17-28. doi: 10.22055/jise.2018.13748
[15] Nugroho, J., Soekarno, I., & Soeharno, A. W. H. (2019). Experimental Study of Energy Dissipation at Baffled Chute Spillway. Jurnal Teoretis dan Terapan Bidang Rekayasa Sipil, 26(1), 33-37.
[16] Karimi Chahartaghi, M., Nazari, S., and Babarsad, M. S. (2020). Investigating the Effects of the Block Geometries and Sidewall Divergences on the Local Scour Downstream of Baffled Chute Spillways. Advances in Civil Engineering.
[17] Daneshfaraz, R., Aminvash, E., Bagherzadeh, M., Ghaderi, A., Kuriqi, A., Najibi, A., and Ricardo, A. M. (2021). Laboratory Investigation of Hydraulic Parameters on Inclined Drop Equipped with Fishway Elements. Symmetry, 13(9), 1643.
[18] Daneshfaraz, R., Aminvash, E., Di Francesco, S., Najibi, A., and Abraham, J. (2021). Three-Dimensional Study of the Effect of Block Roughness Geometry on Inclined Drop. Journal of Numerical Methods in Civil Engineering, 6(1), 1-9.
[19] Ghaderi, A., Daneshfaraz, R., Torabi, M., Abraham, J., and Azamathulla, H. M. (2020). Experimental investigation on effective scouring parameters downstream from stepped spillways. Water supply, 20(5), 1988-1998.
[20] Shishegaran, A., MohammadKhani, M., Tavakoli, M. (2020). Determination of Discharge Flow in Unit Width for the Distinction of Nappe and Skimming Flow in Stepped Spillway Using Flow 3d (Case Study: Siah Bishe Dam). Civil Infrastructure Researches, 5(2), 165-177.
[21] Daneshfaraz, R., Majedi-Asl, M., Mortazavi, S., Bagherzadeh, M. (2022). Laboratory evaluation of energy dissipation in the combined structure of the vertical drop with gabion. Civil Infrastructure Researches, 8(1), doi: 10.22091/cer.2022.7720.1344
[22] Ghaderi, A., Abbasi, S. (2021). Experimental Study of Energy Dissipation over Stepped Spillway with Appendance Elements on the Steps. Iranian Journal of Irrigation & Drainage, 15(3), 494-509.
[23] Ghaderi, A., Abbasi, S. (2022). The Effects of Modifying the Geometric Shapes of Steps in Stepped Spillway on Hydraulic Parameters and Energy Dissipation. Iranian Journal of Soil and Water Research, (In press), (In Persian). doi: 10.22059/ijswr.2022.342428.669257
[24] Ghaderi, A., & Abbasi, S. (2021). Experimental and Numerical Study of the Effects of Geometric Appendance Elements on Energy Dissipation over Stepped Spillway. Water, 13(7), 957.
[25] Boes R., and Hager, WH. (2003). Two-phase flow characteristics of stepped spillways. Journal of Hydraulic Engineering ASCE, 129(9): 661–670.
Send comment about this article