Ahmadi Kord, H., Yaghoubi, S. and Mohamadi, A. (2017). A fuzzy optimization model for network design of collection and transportation of urban wastewater for agricultural purposes under uncertainty (Case study: Tehran province). Modern Research in Decision Making, 1(4), 1-24. (in Persian)
Altinbilek, D. (2006). Water management in Istanbul. Water Resources Development. 22(2), 241-253, https://doi.org/10.1080/079006206007095 63.
Anonymous. (2010). Environmental Criteria of Treated Waste Water and Return Flow Reuse (No. 535). Office of Deputy for Strategic Supervision, Ministry of Energy, Iran. (in Persian)
Anonymous. (2017). M11 Steel Pipe: A guide for design and installation (AWWA/M11). American Water Works Association, United States of America, 292p.
Chee, R., Lansey, K. and Chee, E. (2018). Estimation of water pipe installation construction costs. Journal of Pipeline Systems Engineering and Practice, 9(3), 04018008. https://doi.org/10.1061/ (ASCE) PS.1949-1204.0000323
Chow, V.T. (1959). Open Channel Hydraulic, 680p.
Connell, D. (2001) Hazen-Williams C-factor Assessment in an Operational Irrigation Pipeline, Master Thesis, Department of Agricultural and Biosystems Engineering, McGill University, Montreal.
Feigin, A., Ravina, I. and Shalhevet, J. (2012). Irrigation with treated sewage effluent: management for environmental protection. Springer Berlin. Heidelberg, 224p.
Heinz, I., Salgot, M. and Koo-Oshima, S. (2011). Water reclamation and intersectoral water transfer between agriculture and cities–a FAO economic wastewater study. Water Science and Technology, 63(5), 1067-1073. https://doi.org/10.2166/wst.2011 .292.
Jaramillo, M.F. and Restrepo, I. (2017). Wastewater reuse in agriculture: A review about its limitations and benefits. Sustainability, 9(10), 1734. https://doi.org/10.3390/su9101734
Jemmali, A. and Abdel-Majid, K. (2002). Wastewater Reuse: The Case of Morocco. First WDM Forum on Wastewater Reuse, IDRC, Rabat, Morocco, 26–27 March.
Malekpour, M. and Dahanzadeh, B. (2017). Investigate and Compare the Performance of Channel and Low Pressure Polyethylene Pipes for Hydraulic (Case Study: Plain of Shush). Water Engineering. 5(1), 36-45. (in Persian)
Marchionni, V., Cabral, M., Amado, C. and Covas, D. (2016). Estimating water supply infrastructure cost using regression techniques. Journal of Water Resources Planning and Management. 142(4), 04016003. https://doi.org/10.1061 / (ASCE) WR. 1943-5452.0000627.
Mohammadi, A., Parvaresh Rizi, A. and Abbasi, N. (2019). Field measurement and analysis of water losses at the main and tertiary levels of irrigation canals: Varamin Irrigation Scheme, Iran. Global Ecology and Conservation, 18, e00646. https://doi.org/10.1016/j.gecco.2019.e00646.
Revitt, D.M., Lundy, L. and Fatta-Kassinos, D. (2021). Development of a qualitative approach to assessing risks associated with the use of treated wastewater in agricultural irrigation. Journal of Hazardous Materials. 406, 124286. https://doi.org /10.1016/j.jhazmat.2020.124286.
Seyedabadi, R. and Attari, J. (2012). Optimization of Wastewater Treatment Plant Transfer System to Agricultural Areas Using Genetic Algorithm. National Conference on Civil Engineering and Sustainable Development, Mashhad. (in Persian)
Shu, S., Kang, L., Zhao, M., Yu, J., Zhao, H. and Yang, K. (2009). Modified Methods on Testing Roughness Coefficient of Water Pipes in Urban Water Distribution Network. In: ICPTT 2009: Advances and Experiences with Pipelines and Trenchless Technology for Water, Sewer, Gas, and Oil Applications (pp. 114-123). https://doi.org/ 10.1061/41073(361)12.
Toprak, Z.F. (2016). Ideal Velocity: A New Concept for Open Channel Flows. Journal of Water Resource and Hydraulic Engineering. 5(3), 116-121. DOI:10.5963/JWRHE0503005
Tsakiris, G. and Spiliotis, M. (2016). Uncertainty in the analysis of water conveyance systems. Procedia engineering, 162, 340-348. https://doi.org/10.1016 /j.proeng.2016.11.073.
Ungureanu, N., Vlăduț, V. and Voicu, G. (2020). Water Scarcity and Wastewater Reuse in Crop Irrigation. Sustainability, 12(21), 9055. https://doi. org/10.3390/su12219055.
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