توسعه مدل طراحی بهینه خط انتقال آب بر اساس روش الگوریتم ژنتیک (مطالعه موردی: خط انتقال سد خارج از بستر بیستون)

Abdan Faraz Consulting Engineers. (2015). Bistoon Reservoir Dam and water conveyance systems, Kermanshah Regional Water Authority company. (In Persian)

Akbarimoghadamgheyebashi, A., Razizadeh, F. & Saarzghadim, Y. (2011). Economic evaluation of dams outside the main riverbed, Case study of arsbaran dam, 30th Earth Science Conference, Tehran, 10 January .2011,  https://civilica.com/doc/182378. (In Persian)

Barlow, E. & Tanyimboh, T. (2014). Multi objective genetic algorithm applied to the optimization of water distribution systems. Water Resource Management. 28(2). pp.  2229 –2242

Colebrook, C.F., & White, C.M., (1937). The reduction of carrying capacity of pipes with age, Journal Institute of Civil Engineering, 7(1), pp.99-118.

Coelho, B., Tavares, A. & Andrade-Campos, A., (2012). Analysis of diverse optimisation algorithms for pump scheduling in water supply systems, Proceedings of 3rd International Conference on Engineering Optimization (EngOpt2012), July, Rio de Janeiro, Brazil.

Daneshfaraz, R. & Ghafarinike, A. (2014). Investigation of the consequences of placing the dam outside the main river bed: A case study of Mahabad dam, National Conference on the Use of New Technologies and Technologies of Design, Calculation and Execution in Civil Engineering, Architecture and Urban Planning, Maragheh, Iran, 18 April 2014 https://civilica.com/doc/465217. (In Persian)

El-Turki, A. 2013. Modeling of hydraulic transients in closed conduits. MSc Thesis, University of Fort Collins, Colorado, USA

Ghobadian, R., Fatemi, S. & Hazeri, A. (2018). Numerical investigating of water hammer on optimal design of sprinkler irrigation network. Iran Water Resources Research. 14(2). pp. 69-81. (In Persian)

Ghobadian, R., Hazeri, A. & Fatemi, S. (2018). Optimization of pressurized irrigation network pipe diameters using genetic algorithm based on integer numeric (Case study: Ismail Abad network in Lorestan). Journal of Water and Soil Conservation. 20(4). pp. 207-224. (In Persian)

Haaland, S. E.  (1983). Simple and explicit formulas for the friction factor in turbulent pipe flow. Journal of Fludis Engineering. pp. 89-90

Hashemi, S.S., Tabesh, M. & Ataeekia, B., (2014). Ant colony optimization of pumping schedule to minimize the energy cost using variable speed pump in water distribution networks, Urban Water Journal, 11(5), pp.334-347.

Jung, B.S. & Karney, B. (2014). Fluid transients and pipeline optimization using GA and PSO: The diameter connection. Urban water journal, 1(2). pp. 169-196.

Kale, R. V., Singh, R. P. & Mahar, P. S. (2008). Optimal design of pressurized irrigation subunit. Journal of Irrigation and Drainage Engineering, 134(2), pp. 137-146. ‏

Khoshfetrat, A. R., Daneshfaraz, R. & Behmanesh, J. (2018). Numerical comparison of various methods of transient flow calculation in water conveyance systems with pumping station. Journal of Water and Wastewater, 29(2), pp. 85-100. Doi: 10.22093/wwj.2017. 54595.2198. (In Persian)

Mackle, G., Savic, G.A. & Walters, G.A., (1995). Application of genetic algorithms to pump scheduling for water supply, First International Conference on Genetic Algorithms in Engineering Systems: Innovations and Applications (GALESIA), September 12-14, IET, 400-405.

Mansouri, R. & Torabi, H. (2018). Using Differential Evolution Algorithm for Optimizing and Modeling of Integrated Hydraulic and Water Resources (Case Study: The Central Plateau of Iran). Irrigation and Drainage Structures Engineering Research. 19(70), pp. 17-34. (In Persian)

Menke, R., Abraham, E., Parpas, P. & Stoianov, I. (2015). Approximation of system components for pump scheduling optimisation, Procedia Engineering, 119, pp.1059-1068.

Moinaldini, E., Mohamad Reza Pour, O. & Zeynali, M. (2018). Application of imperialist competitive algorithm in optimizations of pipe diameters for urban water network (Case study: Shahrdari town, Kerman). Water and Soil Science. 28(2), pp. 29-41. (In Persian)

Namdari, T.& Bidokhti, N. (2009). The calibration of Water Gems hydraulic analysis model using genetic algorithm, 3rd National Conference of Water and Wastewater in Iran. (In Persian)

Rohani, M.& Afshar, M. (2015). Optimal design of gravity pipeline systems using genetic algorithm and mathematical optimization. Journal of Water and Wastewater (parallel title); Ab va Fazilab. 26(1), pp. 107-118. (In Persian)

Shahi Nejad, B. (2011). Optimal design of irrigation networks using mixed integer linear programming. Ph.D. Thesis, Chamran University, Ahvaz. (In Persian)

Torabi, H., Goleij, H., Mirshahi, D. & Shahi Nejad, B. (2018). Irrigation networks optimization using expanded particle swarm algorithm and linear programming. Irrigation and Water Engineering. 8(2). pp. 187-199. (In Persian)

Triki, A., (2015). Water-hammer control in pressurized-pipe flow using an in-line polymeric short-section. Acta Mech, DOI: 10.1007/s00707-015-1493-1. Springer-Verlag Wien.

Valiantzas, J. D. (2002). Hydraulic analysis and optimum design of multi diameter irrigation laterals. Journal of irrigation and drainage engineering, 128(2), pp.78-86. ‏

Yghini, M. & Akhavan Kazemi, M.R. 2011. Meta-heuristic optimization algorithms. Amirkabir university of technology press, p.448. (In Persian)

Vitkovsky, J.P., Lambert, M.F., Simpson, A.R. & Bergant, A. (2000). Advances in unsteady friction modelling in transient pipe flow. The 8th International Conference on Pressure Surges, BHR, The Hague, The Netherlands, 12-14 April, 2000

Zhu, X. Zhang, C. Yin, J.  Zhou, H. & Jiang, Y. (2013). Optimization of water diversion based on reservoir operating rules: Analysis of the Biliu river reservoir. China. Journal of Hydrologic Engineering, 19(2), pp. 411-421.