References:
1.Alsmadi, S., Rahmat-Ullah, Z., Hosny, M., et al.“Simulation of wastewater treatment performanceof sequencing batch reactor under seasonalvariations using GPS-X: A case study in sharjah,UAE”, Advances in Science and EngineeringTechnology International Conferences (ASET),IEEE, pp. 1-6 (2022). http://dx.doi.org/10.1109/ASET53988.2022.9734873
2.Sadri Moghaddam, S. and Pirali, M. “Modeling and calibration of a full-scale wastewater treatment plant using GPS-X model (A case study of Tehran)”, Numerical Methods in Civil Engineering, 5(4), pp. 67-76 (2021). https://doi.org/10.52547/nmce.5.4.67
3.Singh, N.K., Kazmi, A.A., and Starkl, M. “A reviewon full-scale decentralized wastewater treatmentsystems: techno-economical approach”, WaterScience and Technology, 71(4), pp. 468-478 (2015). https://doi.org/10.2166/wst.2014.413
4.Fatemi, R. and Ashraf Joolaei, A. “Comprehensivereview of municipal wastewater treatment plants ofIran, in terms of number”, Processes, Capacities,Disadvantages (2020).
5.Jasim, N.A., “The design for Waste-WaterTreatment Plant (WWTP) with GPS-X modelling”,Cogent Engineering, 7(1), 1723782 (2020). https://doi.org/10.1080/23311916.2020.1723782
6.Sikosana, M.L., Sikhwivhilu, K., Moutloali, R., etal. “Municipal wastewater treatment technologies:A review”, Procedia Manufacturing, 35, pp. 1018-1024 (2019).https://doi.org/10.1016/j.promfg.2019.06.051
7.Preisner, M. “Surface water pollution by untreatedmunicipal wastewater discharge due to a sewerfailure”, Environmental Processes, 7(3), pp. 767-780 (2020). https://doi.org/10.1007/s40710-020-00452-5
8.Crini, G. and Lichtfouse, E. “Advantages anddisadvantages of techniques used for wastewatertreatment”, Environmental Chemistry Letters,17(1), pp. 145-155 (2019). https://doi.org/10.1007/s10311-018-0785-9
9.Jafarinejad, S. “Cost estimation and economicalevaluation of three configurations of activatedsludge process for a Waste-Water Treatment Plant(WWTP) using simulation”, Applied WaterScience, 7, pp. 2513-2521 (2017). https://doi.org/10.1007/s13201-016-0446-8
10.Capodaglio, A.G., Callegari, A., Cecconet, D., et al.“Sustainability of decentralized wastewatertreatment technologies”, Water Practice andTechnology, 12(2), pp. 463-477 (2017). http://dx.doi.org/10.2166/wpt.2017.055
11.Jafarinejad, S., “A framework for the design of thefuture energy-efficient, cost-effective, reliable,resilient, and sustainable full-scale wastewatertreatment plants”, Current Opinion inEnvironmental Science and Health, 13, pp. 91-100(2020). https://doi.org/10.1016/j.coesh.2020.01.001
12.Abbasi, N., Ahmadi, M., and Naseri, M. “Qualityand cost analysis of a wastewater treatment plantusing GPS-X and CapdetWorks simulationprograms”, Journal of Environmental Management,284, 111993 (2021). https://doi.org/10.1016/j.jenvman.2021.111993
13.Abou-Elela, S.I., Hellal, M.S., Aly, O.H., et al.“Decentralized wastewater treatment usingpassively aerated biological filter”, EnvironmentalTechnology, 40(2), pp. 250-260 (2019). http://dx.doi.org/10.1080/09593330.2017.1385648
14.Bakiri, Z., Chebli, D., and Nacef, S. “Dynamicmodelling of the secondary settler of a wastewatertreatment Via activated sludge to low-load”, EnergyProcedia, 18, pp. 1-9 (2012). https://doi.org/10.1016/j.egypro.2012.05.012
15.Abou-Elela, S.I., Hellal, M.S., Aly, O.H., et al.“Decentralized wastewater treatment usingpassively aerated biological filter”, Environmentaltechnology, 40(2), pp. 250-260 (2019). https://doi.org/10.1080/09593330.2017.1385648
16.Henze, M., Gujer, W., Mino, T., et al. ActivatedSludge Models ASM1, ASM2, ASM2d and ASM3,IWA Publishing (2006). https://doi.org/10.2166/9781780402369
17.Copp, J.B., Johnson, B.R., Shaw, A., et al. “A balancing act: The consulting engineers' pragmaticview of process modelling”, Water Science andTechnology, 59(4), pp. 763-769 (2009). https://doi.org/10.2166/wst.2009.594
18.Moraes, A., Junior, J., Imbroisi, D., et al.“Economics of wastewater treatment: cost-effectiveness, social gains and environmentalstandards”, Environmental Economics, 901(3), pp.4587-70910 (2010).
19.Nasr, M.S., Moustafa, M.A., Seif, H.A., et al.“Modelling and simulation of GermanBIOGEST/EL-AGAMY wastewater treatmentplants–Egypt using GPS-X simulator”, AlexandriaEngineering Journal, 50(4), pp. 351-357 (2011). https://doi.org/10.1016/j.aej.2011.05.003
20.Sakib, F.S., “Designing and modeling of amunicipal wastewater treatment plant with GPS-X”(2022). http://dx.doi.org/10.21203/rs.3.rs-1209601/v1
21.Cao, J., Yang, E., Xu, C., et al. “Model-basedstrategy for nitrogen removal enhancement in full-scale wastewater treatment plants by GPS-Xintegrated with response surface methodology”, Science of the Total Environment, 769, 144851 (2021). https://doi.org/10.1016/j.scitotenv.2020.144851
22.Arif, A., Tarek, M., and Aly, S. “Design andcomparison of wastewater treatment plant types(activated sludge and membrane bioreactor), usingGPS-X simulation program: Case study of TikritWWTP (Middle Iraq)”, Journal of EnvironmentalProtection, 9, pp. 636-651 (2018). http://dx.doi.org/10.4236/jep.2018.96040
23.Metcalf, L., Eddy, H.P., and Tchobanoglous, G.,Wastewater Engineering: Treatment, Disposal, andReuse, McGraw-Hill New York, 4 (1991).
24.Abu-Alhail, S. and Lu, X.W. “Experimentalinvestigation and modeling of innovative five-tankanaerobic-anoxic/oxic process”, AppliedMathematical Modelling, 38(1), pp. 278-290 (2014). https://doi.org/10.1016/j.apm.2013.06.019
25.Owusu-Ansah, E.D.G.J., Sampson, A., Amponsah,S.K., et al. “Performance, compliance andreliability of waste stabilization pond: effluentdischarge quality and environmental protectionagency standards in Ghana”, Research Journal ofApplied Sciences, Engineering, and Technology,2015, 1293-1302 (2015). http://dx.doi.org/10.19026/rjaset.10.1825
26.Farzadkia, M., Vanani, A.F., Golbaz, S., et al.“Characterization and evaluation of treatability ofwastewater generated in Khuzestan livestockslaughterhouses and assessing of their wastewatertreatment systems”, Global NEST Journal, 18, pp.108-118 (2016). https://doi.org/10.30955/gnj.001716
27.EPA, U., Wastewater Technology Fact DheetSequencing Batch Reactors, UEP Agency, Editor(1999).
28.Xie, W.M., Zeng, R.J., Li, W.-W., et al. “A modelingunderstanding on the phosphorous removalperformances of A 2O and reversed A2O processesin a full-scale wastewater treatment plant”,Environmental Science and Pollution Research, 25,22810-22817 (2018). https://doi.org/10.1007/s11356-018-2317-3
29.Mohammed, S.A.a.-R. and Thamir Hamad, A.“Evaluating the performance of the A2O system forremoving nutrients from municipality wastewater”, Al-Rafidain Engineering Journal (AREJ), 24(2), pp. 12-24 (2019). https://doi.org/10.33899/rengj.2019.164334
30.Bortoli, M., Kunz, A., Prá, M.C.D., et al.“Simultaneous removal of nitrogen and organiccarbon from swine wastewater using the pre-denitrification/nitrification process”, RevistaAmbiente and Água, 14 (2019). https://doi.org/10.4136/ambi-agua.2241
31.Makki, A. and Khudhair, B. “Correlation betweenBOD5 and COD for AL- DIWANIYAH wastewatertreatment plants to obtain the biodegradbiltyindices”, Pakistan Journal of Biotechnology, 15(2),pp. 423-427 (2018). https://pjbt.org/index.php/pjbt/article/view/412
32.Ghalavand, Y., Nikkhah, H., and Nikkhah, A. “Heatpump assisted divided wall column for ethanolazeotropic purification”, Journal of the TaiwanInstitute of Chemical Engineers, 123, pp. 206-218(2021). https://doi.org/10.1016/j.jtice.2021.05.002
33.Arif, A.U.A., Sorour, M.T., and Aly, S.A. “Costanalysis of activated sludge and membranebioreactor WWTPs using CapdetWorks simulationprogram: Case study of Tikrit WWTP (middleIraq)”, Alexandria Engineering Journal, 59(6), pp.4659-4667 (2020). https://doi.org/10.1016/j.aej.2020.08.023
34.Nikkhah, H., Nikkhah, A., and Ghalavand, Y. “Acid gas preparation for enhanced oil recovery: techno-economic analysis of different dehydrationprocesses”, Separation Science and Technology,58(11), pp. 2064-2076 (2023). https://doi.org/10.1080/01496395.2023.2219379
35.Sun, Y., Garrido-Baserba, M., Molinos-Senante,M., et al. “A composite indicator approach to assessthe sustainability and resilience of wastewatermanagement alternatives”, Science of the TotalEnvironment, 725, 138286 (2020). https://doi.org/10.1016/j.scitotenv.2020.138286
36.Zahid, W.M. “Cost analysis of trickling-filtrationand activated sludge plants for the treatment ofmunicipal wastewater”, The Proceedings of the 7thSaudi Engineering Conference, College ofEngineering, King Saud University, Riyadh,December (2007).