Acceso abierto

Economic Analysis: Trickling Filter/Activated Sludge or Nitrifying Trickling Filter/Activated Sludge?


Cite

[l] Koyuncu I. Effect of operating conditions on the separation of ammonium and nitrate ions with nanofiltration and reverse osmosis membranes. J Environ Sci Health. Part A. 2002;37(7):1347-1359. DOI: 10.1081/ESE-120005991.10.1081/ESE-120005991Open DOISearch in Google Scholar

[2] Bodalo A, Gomez JL, Gomez E, Leon G, Tejera M. Ammonium removal from aqueous solutions by reverse osmosis using cellulose acetate membranes. Desalination. 2005;184:149-155. DOI: 10.1016/j.desal.2005.03.062.10.1016/j.desal.2005.03.062Open DOISearch in Google Scholar

[3] Nourmohammadi D, Esmaeeli MB, Akbarian H, Ghasemian M. Nitrogen removal in a full-scale domestic wastewater treatment plant with activated sludge and trickling Filter. J Environ Public Health. 2013. Article ID 504705: 1-6. DOI: 10.1155/2013/504705.10.1155/2013/504705Open DOISearch in Google Scholar

[4] Jafarinejad S. Cost estimation and economical evaluation of three configurations of activated sludge process for a wastewater treatment plant (WWTP) using simulation. Appl Water Sci. 2017;7:2513-2521. DOI: 10.1007/s13201-016-0446-8.10.1007/s13201-016-0446-8Open DOISearch in Google Scholar

[5] Jafarinejad S. Petroleum Waste Treatment and Pollution Control. 1st edition. Oxford: Butterworth-Heinemann; 2017. ISBN: 9780128092439.10.1016/B978-0-12-809243-9.00001-8Search in Google Scholar

[6] Jafarinejad S, Faraji M, Jafari P, Mokhtari-Aliabad J. Removal of lead ions from aqueous solutions using novel modified magnetic nanoparticles: optimization, isotherm, and kinetics studies. Desalin Water Treat. 2017;92:267-274. DOI: 10.5004/dwt.2017.21562.10.5004/dwt.2017.21562Open DOISearch in Google Scholar

[7] Jafarinejad S. A comprehensive study on the application of reverse osmosis (RO) technology for the petroleum industry wastewater treatment. J Water Environ Nanotech (JWENT). 2017;2(4):243-264. DOI: 10.22090/jwent.2017.04.003.10.22090/jwent.2017.04.003Open DOISearch in Google Scholar

[8] Jafarinejad S, Park H, Mayton H, Walker SL, Jiang SC. Concentrating ammonium in wastewater by forward osmosis using a surface modified nanofiltration membrane. Environ Sci Water Res Technol. 2019;5:246-255. DOI: 10.1039/C8EW00690C.10.1039/C8EW00690CSearch in Google Scholar

[9] Furrer G, Wehrli B. Microbial reactions, chemical speciation, and multicomponent diffusion in porewaters of a eutrophic lake. Geochim Cosmochim Acta. 1996;60:2333-2346. DOI: 10.1016/0016-7037(96)00086-5.10.1016/0016-7037(96)00086-5Open DOISearch in Google Scholar

[10] Vucebic S. The mechanism of gold extraction and copper precipitation from low grade ores in cyanide ammonia systems. Miner Eng. 1997;10:309-326. DOI: 10.1016/S0892-6875(97)00007-1.10.1016/S0892-6875(97)00007-1Search in Google Scholar

[11] Balci S, Dincel Y. Ammonium ion adsorption with sepiolite: use of transient uptake method. Chem Eng Process. 2002;41:70-85. DOI: 10.1016/S0255-2701(01)00104-0.10.1016/S0255-2701(01)00104-0Open DOISearch in Google Scholar

[12] AWWA, Water Quality and Treatment. New York: McGraw-Hill; 1990. ISBN: 0070015406.Search in Google Scholar

[13] Helmer C, Tromn C, Hippen H, Rosenwinkel KH, Seyfried CF, Kunst S. Single stage biological nitrogen removal by nitritation and anaerobic ammonium oxidation in biofilm systems. Water Sci Technol. 2001;43:311-320. DOI: 10.2166/wst.2001.0062.10.2166/wst.2001.0062Open DOISearch in Google Scholar

[14] Sedlack R. Phosporous and Nitrogen Removal from Municipal Wastewater: Principles and Practice. 2nd ed. New York: Lewis Publisher; 1991. ISBN: 9780873716833.Search in Google Scholar

[15] Jorgensen TC, Weatherley LR. Ammonia removal from wastewater by ion exchange in the presence of organic contaminants. Water Res. 2003;37:1723-1728. DOI: 10.1016/S0043-1354(02)00571-7.10.1016/S0043-1354(02)00571-7Open DOISearch in Google Scholar

[16] Bernal MP, Lopez-Real JM. Natural zeolites and sepiolite as ammonium and ammonia adsorbent materials. Biores Technol. 1993;43:27-33. DOI: 10.1016/0960-8524(93)90078-P.10.1016/0960-8524(93)90078-Open DOISearch in Google Scholar

[17] Noworyta A, Koziol T, Trusek-Holownia A. A system for cleaning condensates containing ammonium nitrate by the reverse osmosis method. Desalination. 2003;156:397-402. DOI: 10.1016/S0011-9164(03)00373-4.10.1016/S0011-9164(03)00373-4Open DOISearch in Google Scholar

[18] Reig M, Licon E, Gibert O, Yaroshchuk A, Cortina JL. Rejection of ammonium and nitrate from sodium chloride solutions by nanofiltration: Effect of dominant-salt concentration on the trace-ion rejection. Chem Eng J. 2016;303:401-408. DOI: 10.1016/j.cej.2016.06.025.10.1016/j.cej.2016.06.025Open DOISearch in Google Scholar

[19] Mannina G, Viviani G. Hybrid moving bed biofilm reactors: an effective solution for upgrading a large wastewater treatment plant. Water Sci Technol. 2009;60(5):1103-1116. DOI: 10.2166/wst.2009.416.10.2166/wst.2009.41619717896Open DOISearch in Google Scholar

[20] Gernaey KV, van Loosdrecht MCM, Henze M, Lind M, Jørgensen SB. Activated sludge wastewater treatment plant modelling and simulation: state of the art. Environ Model Software. 2004;19:763-783. DOI: 10.1016/j.envsoft.2003.03.005.10.1016/j.envsoft.2003.03.005Open DOISearch in Google Scholar

[21] Nasr MS, Moustafa MAE, Seif HAE, Kobrosy GE. Modelling and simulation of German BIOGEST/EL-AGAMY wastewater treatment plants-Egypt using GPS-X symulator. Alexandria Eng J. 2011;50(4):351-357. DOI: 10.1016/j.aej.2011.05.003.10.1016/j.aej.2011.05.003Open DOISearch in Google Scholar

[22] Lester JN, Soares A, Martin DS, Harper P, Jefferson B, Brigg J, et al. A novel approach to the anaerobic treatment of municipal wastewater in temperate climates through primary sludge fortification. Environ Technol. 2009;30(10):985-994. DOI: 10.1080/09593330903029424.10.1080/0959333090302942419886422Search in Google Scholar

[23] Jafarinejad S. Simulation for the performance and economic evaluation of conventional activated sludge process replacing by sequencing batch reactor technology in a petroleum refinery wastewater treatment plant. Chem Engineering. 2019;3(2):45. DOI: 10.3390/chemengineering3020045.10.3390/chemengineering3020045Open DOISearch in Google Scholar

[24] Zahid WM. Cost analysis of trickling-filtration and activated-sludge plants for the treatment of municipal wastewater. Proceedings of the 7th Saudi Engineering Conference. College of Engineering, King Saud University, Riyadh 2-5 Dec., 2007;1-15. https://pdfs.semanticscholar.org/e741/643ada211598202efec053f21e10f0dc7cf6.pdf.Search in Google Scholar

[25] Drewnowski J, Remiszewska-Skwarek A, Fernandez-Morales FJ. Model based evaluation of plant improvement at a large wastewater treatment plant (WWTP). J Environ Sci Health Part A. 2018;53(7):669-675. DOI: 10.1080/10934529.2018.1438821.10.1080/10934529.2018.1438821Open DOISearch in Google Scholar

[26] Daigger GT, Boltz JP. Trickling filter and trickling filter-suspended growth process design and operation: A state-of-the-art review. Water Environ Res. 2011;83(5):388-404. DOI: 10.2175/106143010x12681059117210.10.2175/106143010X12681059117210Open DOISearch in Google Scholar

[27] Mohagheghian A, Nabizadeh R, Mesdghinia A, Rastkari N, Mahvi AH, Alimohammadi M, et al. Distribution of estrogenic steroids in municipal wastewater treatment plants in Tehran, Iran. J Environ Health Sci Eng. 2014;12:1-7. DOI: 10.1186/2052-336X-12-97.10.1186/2052-336X-12-97Open DOISearch in Google Scholar

[28] Wik T. Trickling filters and biofilm reactor modeling. Rev Environ Sci Bio/Technol. 2003;2:193-212. DOI: 10.1023/B:RESB.0000040470.48460.bb.10.1023/B:RESB.0000040470.48460.bbOpen DOISearch in Google Scholar

[29] United States Environmental Protection Agency (US EPA). Wastewater technology fact sheet, Trickling filters, United States Environmental Protection Agency, Office of Water, Washington, D.C., EPA 832-F-00-014, September 2000. https://www3.epa.gov/npdes/pubs/trickling_filter.pdf.Search in Google Scholar

[30] United States Environmental Protection Agency (US EPA). Wastewater technology fact sheet, Trickling filters nitrification, United States Environmental Protection Agency, Office of Water, Washington, D.C., EPA 832-F-00-015, September 2000. https://www3.epa.gov/npdes/pubs/trickling_filt_nitrification.pdf.Search in Google Scholar

[31] Environmental Protection Agency (EPA) Waste water treatment manuals, primary, secondary and tertiary treatment 1997. http://www.epa.ie/pubs/advice/water/wastewater/EPA_water_%20treatment_manual_primary_secondary_tertiary1.pdf.Search in Google Scholar

[32] Parker DS, Jacobs T, Bower E, Stowe DW, Farmer G. Maximizing trickling filter nitrification through biofilm control: research review and full scale application. Water Sci Technol. 1997;36(1):255-259. DOI: 10.1016/S0273-1223(97)00332-6.10.1016/S0273-1223(97)00332-6Open DOISearch in Google Scholar

[33] Hydromantis Environmental Software Solutions, Inc. CapdetWorks V4.0: State-of-the-art software for the design and cost estimation of wastewater treatment plants. User’s Guide 2018. https://www.hydromantis.com/.Search in Google Scholar

[34] United States Environmental Protection Agency (US EPA). Process design and cost estimating algorithms for the computer assisted procedure for the design and evaluation of wastewater treatment systems (CAPDET Design Manual). Cullinane Jr. Harris, editor. Sun, U.S. EPA, Office of Water Program Operations, Washington, D.C, 1982. https://apps.dtic.mil/dtic/tr/fulltext/u2/a115314.pdf.Search in Google Scholar

[35] World Bank Group. Environmental, Health, and Safety (EHS) Guidelines. General EHS guidelines: Environmental wastewater and ambient water quality. 2007;1-8. https://www.ifc.org/wps/wcm/connect/026dcb004886583db4e6f66a6515bb18/1-3%2BWastewater%2Band%2BAmbient%2BWater%2BQuality.pdf?MOD=AJPERES.Search in Google Scholar

eISSN:
1898-6196
Idioma:
Inglés