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

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

Ecological Chemistry and Engineering S
Volume 26 (2019): Issue 2 (June 2019)
By: Shahryar Jafarinejad  
Open Access
|Jul 2019

References

  1. [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-120005991
    Open DOISearch in Google ScholarBack to article
  2. [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.2005.03.062
    Open DOISearch in Google ScholarBack to article
  3. [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: 10.1155/2013/504705.10.1155/2013/504705
    Open DOISearch in Google ScholarBack to article
  4. [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/s13201-016-0446-8
    Open DOISearch in Google ScholarBack to article
  5. [5] Jafarinejad S. Petroleum Waste Treatment and Pollution Control. 1st edition. Oxford: Butterworth-Heinemann; 2017. ISBN: 9780128092439.10.1016/B978-0-12-809243-9.00001-8
    Search in Google ScholarBack to article
  6. [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.2017.21562
    Open DOISearch in Google ScholarBack to article
  7. [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.2017.04.003
    Open DOISearch in Google ScholarBack to article
  8. [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/C8EW00690C
    Search in Google ScholarBack to article
  9. [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)00086-5
    Open DOISearch in Google ScholarBack to article
  10. [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)00007-1
    Search in Google ScholarBack to article
  11. [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)00104-0
    Open DOISearch in Google ScholarBack to article
  12. [12] AWWA, Water Quality and Treatment. New York: McGraw-Hill; 1990. ISBN: 0070015406.
    Search in Google ScholarBack to article
  13. [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.2001.0062
    Open DOISearch in Google ScholarBack to article
  14. [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 ScholarBack to article
  15. [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)00571-7
    Open DOISearch in Google ScholarBack to article
  16. [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 ScholarBack to article
  17. [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)00373-4
    Open DOISearch in Google ScholarBack to article
  18. [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.2016.06.025
    Open DOISearch in Google ScholarBack to article
  19. [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.2009.41619717896
    Open DOISearch in Google ScholarBack to article
  20. [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.2003.03.005
    Open DOISearch in Google ScholarBack to article
  21. [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.2011.05.003
    Open DOISearch in Google ScholarBack to article
  22. [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: 10.1080/09593330903029424.10.1080/0959333090302942419886422
    Search in Google ScholarBack to article
  23. [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/chemengineering3020045
    Open DOISearch in Google ScholarBack to article
  24. [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 ScholarBack to article
  25. [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: 10.1080/10934529.2018.1438821.10.1080/10934529.2018.1438821
    Open DOISearch in Google ScholarBack to article
  26. [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: 10.2175/106143010x12681059117210.10.2175/106143010X12681059117210
    Open DOISearch in Google ScholarBack to article
  27. [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-12-97
    Open DOISearch in Google ScholarBack to article
  28. [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.bb
    Open DOISearch in Google ScholarBack to article
  29. [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 ScholarBack to article
  30. [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 ScholarBack to article
  31. [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 ScholarBack to article
  32. [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)00332-6
    Open DOISearch in Google ScholarBack to article
  33. [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 ScholarBack to article
  34. [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 ScholarBack to article
  35. [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 ScholarBack to article
DOI: https://doi.org/10.1515/eces-2019-0024 | Journal eISSN: 2084-4549 | Journal ISSN: 1898-6196
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Language: English
Page range: 345 - 356
Published on: Jul 18, 2019
Published by: Society of Ecological Chemistry and Engineering
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
wastewater treatment plant,
economic analysis,
trickling filter,
activated sludge
Related subjects:
Chemistry,
Sustainable and green chemistry,
Engineering,
Electrical engineering,
Energy engineering,
Life sciences,
Ecology

© 2019 Shahryar Jafarinejad, published by Society of Ecological Chemistry and Engineering
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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