[1] Abrishami, J., & Hosseini, M. (2010). Hydraulics of open channels. Imam Reza University Publications.
[2] Emami, S. (2016). “Numerical study of the effect of geometric parameters of duckbill labyrinth weir on dis-charge coefficient”, MSc. Thesis, Faculty of Agriculture, University of Tabriz.
[3] Nikpeik, P., Kashefipour, S. M., & Multajei, A. (2012). “Investigation of the effect of geometric dimensions of duckbill weir on discharge coefficient”, National Conference on Structure, Road, Architecture. Islamic Azad University, Chalous Branch.
[4] Emami, S., Arvanaghi, H. & Parsa, J. (2017). “Investigation of discharge coefficient of duckbill labyrinth weir with triangular and curved plans”, Journal of Dam and Hydropower Plant, 4(15), 1-11.
[5] Majedi Asl, M. A., & Fooladpanah, M. (2018). “Application of evolutionary systems in determining the dis-charge coefficient of triangular labyrinth weir”, Journal of Soil and Water Sciences (Agricultural Science and Technology and Natural Resources), 22(4), 279-290.
[6] Roushangar, K., Alami, M. T., Shiri, J., & Majedi Asl, M. (2018). “Determining discharge coefficient of laby-rinth and arced labyrinth weirs using support vector machine”, Hydrology Research, 49(3), 924-938.
[7] Haghiabi, A. H., Parsaie, A., & Ememgholizadeh, S. (2018). “Prediction of discharge coefficient of triangular labyrinth weirs using adaptive neuro fuzzy inference system”, Alexandria Engineering Journal, 57(3), 1773-1782.
[8] Emami, S., Arvanaghi, H., & Parsa, J. (2018). “Numerical Investigation of Geometric Parameters Effect of the Labyrinth Weir on the Discharge Coefficient”, Journal of Rehabilitation in Civil Engineering, 6(1), 1-9.
[9] Salazar, F., & Crookston, B. M. (2019). “A performance comparison of machine learning algorithms for arced labyrinth spillways”, Water, 11(3), 544.
[10] Saneie, M. & Forudi, A. (2020). “Enhancing accuracy of discharge capacity prediction of a sharp-crested curved plan-form weirs under free flow conditions using evolutionary algorithms and artificial neural networks”, Journal of Watershed Engineering and Management, 11(4), 891-902.
[11] Bonakdari, H., Ebtehaj, I., Gharabaghi, B., Sharifi, A., & Mosavi, A. (2020). “Prediction of Discharge Ca-pacity of Labyrinth Weir with Gene Expression Programming”, In Proceedings of SAI Intelligent Systems Con-ference, Springer, Cham, 202-217.
[12] Shafiei, S., Najarchi, M., & Shabanlou, S. (2020). “A novel approach using CFD and neuro-fuzzy-firefly algorithm in predicting labyrinth weir discharge coefficient”, Journal of the Brazilian Society of Mechanical Sciences and Engineering, 42(1), 1-19.
[13] Shafie, S., Najarchi, M. & Shabanlu, S. (2020). “Estimation of discharge coefficient of labyrinth weir by new artificial intelligence models”, Journal of Civil Engineering Modares, 20(1), 161-171.
[14] Emami, S., Parsa, J., Emami, H., & Abbaspour, A. (2021). “An ISaDE algorithm combined with support vector regression for estimating discharge coefficient of W-planform weirs”, Water Supply, https://doi.org/10.2166/ws.2021.112.
[15] Henderson, F. M. (1996). Open Channel flow. Macmillan Publishing, New York.
[16] Novak, P., Guinot, V., Jeffrey, A., & Reeve, D. E. (2010). Hydraulic modelling- an introduction. Spon Press, an Imprint of Taylor & Francis, London and New York.
[17] Muro, C. Escobedo, R. Spector, L. & Coppinger, R. (2011). “Wolf-pack (canis lupus) hunting strategies emerge from simple rules in computational simulations”, Behavioural Processes, 88(3), 192-197.
[18] Mech, L. D. (1999). “Alpha Status, dominance, and division of labor in wolf packs”, Canadian Journal of Zoology, 77(8), 1196-1203.
[19] Mirjalili, S. Mirjalili, S. M. & Lewis, A. (2014). “Grey Wolf Optimizer”, Advances in Engineering Software, 69, 46-61.
[20] Khishe, M. Mosavi, M. R. Ghamgosar, A. & Ghalandari, M. J. (2016). “Classification of sonar data set us-ing the gray wolf optimizer algorithm”, Electronics Industries Quartely, 7(1), 27-41.
[21] Emami, H. & Derakhshan, F. (2015). “Election algorithm: A new socio-politically inspired strategy”, AI Communications, 28, 591–603.
[22] Kumar, S., Ahmad, Z., & Mansoor, T. (2011). “A new approach to improve the discharging capacity of sharp-crested triangular plan form weirs”, Flow Measurement and Instrumentation, 22(3), 175-180.
[23] Larose, D. T., & Larose, C. D. (2014). Discovering knowledge in data: an introduction to data mining (Vol. 4). John Wiley & Sons.
[24] Ajdari Moghaddam, M., & Jafari Nodooshan, A. (2013). “Hydraulic design of trapezoidal labyrinth weir using computational hydrodynamics”, Journal of Imran Modares, 13(2), 1-12.
[25] Crookston, B. M. & Tullis, B. P. (2012). “Discharge efficiency of reservoir application specific labyrinth weirs”, Journal of Irrigation and Drainage Engr ASCE, 138(6), 773-776.
[26] Suprapto, M. (2013). “Increase spillway capacity using Labyrinth Weir”, Procedia Engineering, 54, 440-446.
[27] Heydari, M., Doosti, M., & Safari, H. (2015). “Optimization of discharge coefficient of trapezoidal laby-rinth weirs using intelligent simulated annealing algorithm”, 10th International Seminar on River Engineering, Shahid Chamran University, Ahvaz, Iran.
[28] Rehbock, T. (1989). “Discussion of precise weir measurement. In: E. W. Schoder and K. B. Turner (Ed.)”, Journal of Transportation Engineering, 93, 1143 – 1162
[29] Lux, F. (1985). “Design and construction of labyrinth spillways”, 15th Commission Internationale des Grands Barrages, 1985, 249-274.
[30] Shenavaie, H., & Ghodsian, M. (2001). “Effect of crest shape on water discharge coefficient in triangular labyrinth weir”, International Conference on Hydraulic Structures, Kerman.
[31] Mohammadi, M., & Yasi, M. (2007). “Investigation of zigzag overflows with arched plan”, Journal of Ag-ricultural Science and Technology and Natural Resources, 11(41), 1-12.
[32] Bagheri, S., & Heidarpour, M. (2010). “Flow over rectangular sharp-crested weirs”, Irrigation science, 28(2), 173-179.
[33] Kumar, S., Ahmad, Z., Mansoor, T., & Himanshu, S. K. (2012). “Discharge Characteristics of Sharp Crest-ed Weir of Curved Plan-form”, Research Journal of Engineering Science, 1(4), 16-20.
ارسال نظر در مورد این مقاله