Research Article
BibTex RIS Cite

Wastewater treatment plant design and modeling for the city of Erzurum

Year 2023, Volume: 11 Issue: 2, 190 - 203, 25.12.2023
https://doi.org/10.51354/mjen.1265134

Abstract

Currently large amounts of wastewater are produced by domestic and industrial activities. Discharge of wastewater to the receiving environment without treatment causes significant health and environmental problems. Modeling and optimization of Wastewater Treatment Plants (WWTP) developed to treat domestic wastewater play key roles in determining unit components, design parameters and operation conditions. Several models were proposed to predict the treatment performance in WWTP. The Activated Sludge Model No. 1 (ASM1) is one of the commonly-used standard models developed to better understand removal of carbonaceous and nitrogenous materials. In this study, a WWTP is proposed for domestic wastewater using grit chamber, circular primary and secondary clarifiers, completely-mixed aeration tank, sludge thickener, sludge dewatering and anaerobic digestion processes together. The WWTP was modeled with ASM1 noting the topographic and meteorological features of the city. The treatment performances with wastewater temperatures of 10°C and 20°C were investigated for this plant, operating at high elevation. Removal efficiencies at 20°C were 95.7%, 92.2%, 97.9% and 99.2% for MLSS, COD, BOD and NH4, while effluent concentrations were 14.83, 48.51, 6.55 and 0.3 mg L-1, respectively. At 10°C, removal efficiencies were 88.9%, 88%, 93.2%, and 26.9%, while effluent concentrations were 38, 75, 21.83 and 26.13 mg L-1, respectively. A clear reduction was observed in nitrogenous material removal at low temperatures. Additionally, keeping dissolved oxygen concentration in the aeration tank at 1.5 mg L-1 with PID control increased nitrification efficiency by 30%. The findings reveal the importance of modeling studies during planning of WWTP.

References

  • [1]. S.J. Burian, S.J. Nix, R.E. Pitt, S.R. Durrans, “Urban wastewater management in the United States: Past, present, and future”, Journal of Urban Technology, 7, (2000), 33–62.
  • [2]. Y. Muslu, “Atıksuların arıtılması”, Cilt-1, İstanbul, İTÜ Matbaası, (1996).
  • [3]. E. Ardern, W.T. Lockett, “Experiments on the oxidation of sewage without the aid of filters”, Journal of the Society of Chemical Industry, 33, (1914), 523–539.
  • [4]. K.V. Gernaey, M.C. Van Loosdrecht, M. Henze, M. Lind, S.B. Jørgensen, “Activated sludge wastewater treatment plant modelling and simulation: state of the art”, Environmental Modelling & Software, 19, (2004), 763–783.
  • [5]. S. Yıldız, O.Ö. Namal, M. Çekim, “Atık su arıtma teknolojilerindeki tarihsel gelişimler”, Selçuk Üniversitesi Mühendislik, Bilim ve Teknoloji Dergisi, 1, (2013), 55–67.
  • [6]. R. Hreiz, M. Latifi, N. Roche, “Optimal design and operation of activated sludge processes: State-of-the-art”, Chemical Engineering Journal, 281, (2015), 900–920.
  • [7]. Y. Liu, “Chemically reduced excess sludge production in the activated sludge process”, Chemosphere, 50, (2003), 1–7.
  • [8]. H. Siegrist, M. Tschui, “Interpretation of experimental data with regard to the activated sludge model no. 1 and calibration of the model for municipal wastewater treatment plants”, Water Science and Technology, 25, (1992), 167–183.
  • [9]. W. El-Shorbagy, A. Arwani, R.L. Droste, “Optimal sizing of activated sludge process with ASM3”, International Journal of Civil & Environmental Engineering, 11, (2011), 19–55.
  • [10]. E. Aladağ, “Erzurum kenti için aktif çamur tesisi tasarımı ve modellenmesi”, Atatürk Üniversitesi, Fen Bilimleri Enstitüsü, Çevre Mühendisliği Anabilim Dalı, Yüksek Lisans Tezi, Erzurum, (2011).
  • [11]. D. Orhon, “Evolution of the activated sludge process: the first 50 years”, Journal of Chemical Technology & Biotechnology, 90, (2015), 608–640.
  • [12]. M. Henze, W. Gujer, T. Mino, M.C. van Loosdrecht, “Activated sludge models ASM1, ASM2, ASM2d and ASM3”, IWA publishing, 2000.
  • [13]. M. Puteh, K. Minekawa, N. Hashimoto, Y. Kawase, “Modeling of activated sludge wastewater treatment processes”, Bioprocess Engineering, 21, (1999), 249–254.
  • [14]. M. Nelson, H.S. Sidhu, “Analysis of the activated sludge model (no. 1)”, Applied Mathematics Letters, 22, (2009), 629–635.
  • [15]. A. Al-Shahwan, A. Balhaddad, H. Al-Soudani, D. Nuhu, I. Abdel-Magid, “Municipal wastewater treatment plants monitoring and evaluation: Case study Dammam Metropolitan Area”, Advance Research Journal of Multi-Disciplinary Discoveries, 1, (2016), 1–9.
  • [16]. N.D. Mu’azu, O. Alagha, I. Anil, “Systematic modeling of municipal wastewater activated sludge process and treatment plant capacity analysis using GPS-X”, Sustainability, 12, (2020), 8182.
  • [17]. E. Aladağ, “Forecasting of particulate matter with a hybrid ARIMA model based on wavelet transformation and seasonal adjustment”, Urban Climate, 39, (2021), 100930.
  • [18]. S.W. How, J.H. Sin, S.Y.Y. Wong, P.B. Lim, A. Mohd Aris, G.C. Ngoh, T. Shoji, T.P. Curtis, A.S.M. Chua, “Characterization of slowly-biodegradable organic compounds and hydrolysis kinetics in tropical wastewater for biological nitrogen removal”, Water Science and Technology, 81, (2020), 71–80.
  • [19]. E. Morgenroth, R. Kommedal, P. Harremoës, “Processes and modeling of hydrolysis of particulate organic matter in aerobic wastewater treatment–a review”, Water Science and Technology, 45, (2002), 25–40.
  • [20]. W. Gujer, M. Henze, T. Mino, M. Van Loosdrecht, “Activated sludge model No. 3”, Water Science and Technology, 39, (1999), 183–193.
  • [21]. B. Petersen, K. Gernaey, M. Henze, P. Vanrolleghem, “Calibration of activated sludge models: A critical review of experimental designs”, Biotechnology for the Environment: Wastewater Treatment and Modeling, Waste Gas Handling, (2003), 101–186.
  • [22]. A. Nuhoğlu, “Erzincan kenti evsel atıksularının karakterizasyonu ve atıksu arıtma tesisinin GPS-X Bilgisayar programı kullanılarak modellenmesi”, Atatürk Üniversitesi, Fen Bilimleri Enstitüsü, Çevre Mühendisliği Anabilim Dalı, Doktora Tezi, Erzurum, (2000).
  • [23]. H. Hauduc, L. Rieger, A. Oehmen, M. Van Loosdrecht, Y. Comeau, A. Héduit, P. Vanrolleghem, S. Gillot, “Critical review of activated sludge modeling: state of process knowledge, modeling concepts, and limitations”, Biotechnology and Bioengineering, 110, (2013), 24–46.
  • [24]. E.S.S.I. Hydromantis, “GPS-X Technical Reference”, Environmental Software Solutions Inc, Hamilton, (2017).
  • [25]. J. Choubert, A. Marquot, A.E. Stricker, S. Gillot, Y. Racault, A. Heduit, “Maximum growth and decay rates of autotrophic biomass to simulate nitrogen removal at 10 C with municipal activated sludge plants”, Water SA, 34, (2008), 71–76.
  • [26]. I. Jubany, J. Carrera, J. Lafuente, J.A. Baeza, “Start-up of a nitrification system with automatic control to treat highly concentrated ammonium wastewater: Experimental results and modeling”, Chemical Engineering Journal, 144, (2008), 407–419.
Year 2023, Volume: 11 Issue: 2, 190 - 203, 25.12.2023
https://doi.org/10.51354/mjen.1265134

Abstract

References

  • [1]. S.J. Burian, S.J. Nix, R.E. Pitt, S.R. Durrans, “Urban wastewater management in the United States: Past, present, and future”, Journal of Urban Technology, 7, (2000), 33–62.
  • [2]. Y. Muslu, “Atıksuların arıtılması”, Cilt-1, İstanbul, İTÜ Matbaası, (1996).
  • [3]. E. Ardern, W.T. Lockett, “Experiments on the oxidation of sewage without the aid of filters”, Journal of the Society of Chemical Industry, 33, (1914), 523–539.
  • [4]. K.V. Gernaey, M.C. Van Loosdrecht, M. Henze, M. Lind, S.B. Jørgensen, “Activated sludge wastewater treatment plant modelling and simulation: state of the art”, Environmental Modelling & Software, 19, (2004), 763–783.
  • [5]. S. Yıldız, O.Ö. Namal, M. Çekim, “Atık su arıtma teknolojilerindeki tarihsel gelişimler”, Selçuk Üniversitesi Mühendislik, Bilim ve Teknoloji Dergisi, 1, (2013), 55–67.
  • [6]. R. Hreiz, M. Latifi, N. Roche, “Optimal design and operation of activated sludge processes: State-of-the-art”, Chemical Engineering Journal, 281, (2015), 900–920.
  • [7]. Y. Liu, “Chemically reduced excess sludge production in the activated sludge process”, Chemosphere, 50, (2003), 1–7.
  • [8]. H. Siegrist, M. Tschui, “Interpretation of experimental data with regard to the activated sludge model no. 1 and calibration of the model for municipal wastewater treatment plants”, Water Science and Technology, 25, (1992), 167–183.
  • [9]. W. El-Shorbagy, A. Arwani, R.L. Droste, “Optimal sizing of activated sludge process with ASM3”, International Journal of Civil & Environmental Engineering, 11, (2011), 19–55.
  • [10]. E. Aladağ, “Erzurum kenti için aktif çamur tesisi tasarımı ve modellenmesi”, Atatürk Üniversitesi, Fen Bilimleri Enstitüsü, Çevre Mühendisliği Anabilim Dalı, Yüksek Lisans Tezi, Erzurum, (2011).
  • [11]. D. Orhon, “Evolution of the activated sludge process: the first 50 years”, Journal of Chemical Technology & Biotechnology, 90, (2015), 608–640.
  • [12]. M. Henze, W. Gujer, T. Mino, M.C. van Loosdrecht, “Activated sludge models ASM1, ASM2, ASM2d and ASM3”, IWA publishing, 2000.
  • [13]. M. Puteh, K. Minekawa, N. Hashimoto, Y. Kawase, “Modeling of activated sludge wastewater treatment processes”, Bioprocess Engineering, 21, (1999), 249–254.
  • [14]. M. Nelson, H.S. Sidhu, “Analysis of the activated sludge model (no. 1)”, Applied Mathematics Letters, 22, (2009), 629–635.
  • [15]. A. Al-Shahwan, A. Balhaddad, H. Al-Soudani, D. Nuhu, I. Abdel-Magid, “Municipal wastewater treatment plants monitoring and evaluation: Case study Dammam Metropolitan Area”, Advance Research Journal of Multi-Disciplinary Discoveries, 1, (2016), 1–9.
  • [16]. N.D. Mu’azu, O. Alagha, I. Anil, “Systematic modeling of municipal wastewater activated sludge process and treatment plant capacity analysis using GPS-X”, Sustainability, 12, (2020), 8182.
  • [17]. E. Aladağ, “Forecasting of particulate matter with a hybrid ARIMA model based on wavelet transformation and seasonal adjustment”, Urban Climate, 39, (2021), 100930.
  • [18]. S.W. How, J.H. Sin, S.Y.Y. Wong, P.B. Lim, A. Mohd Aris, G.C. Ngoh, T. Shoji, T.P. Curtis, A.S.M. Chua, “Characterization of slowly-biodegradable organic compounds and hydrolysis kinetics in tropical wastewater for biological nitrogen removal”, Water Science and Technology, 81, (2020), 71–80.
  • [19]. E. Morgenroth, R. Kommedal, P. Harremoës, “Processes and modeling of hydrolysis of particulate organic matter in aerobic wastewater treatment–a review”, Water Science and Technology, 45, (2002), 25–40.
  • [20]. W. Gujer, M. Henze, T. Mino, M. Van Loosdrecht, “Activated sludge model No. 3”, Water Science and Technology, 39, (1999), 183–193.
  • [21]. B. Petersen, K. Gernaey, M. Henze, P. Vanrolleghem, “Calibration of activated sludge models: A critical review of experimental designs”, Biotechnology for the Environment: Wastewater Treatment and Modeling, Waste Gas Handling, (2003), 101–186.
  • [22]. A. Nuhoğlu, “Erzincan kenti evsel atıksularının karakterizasyonu ve atıksu arıtma tesisinin GPS-X Bilgisayar programı kullanılarak modellenmesi”, Atatürk Üniversitesi, Fen Bilimleri Enstitüsü, Çevre Mühendisliği Anabilim Dalı, Doktora Tezi, Erzurum, (2000).
  • [23]. H. Hauduc, L. Rieger, A. Oehmen, M. Van Loosdrecht, Y. Comeau, A. Héduit, P. Vanrolleghem, S. Gillot, “Critical review of activated sludge modeling: state of process knowledge, modeling concepts, and limitations”, Biotechnology and Bioengineering, 110, (2013), 24–46.
  • [24]. E.S.S.I. Hydromantis, “GPS-X Technical Reference”, Environmental Software Solutions Inc, Hamilton, (2017).
  • [25]. J. Choubert, A. Marquot, A.E. Stricker, S. Gillot, Y. Racault, A. Heduit, “Maximum growth and decay rates of autotrophic biomass to simulate nitrogen removal at 10 C with municipal activated sludge plants”, Water SA, 34, (2008), 71–76.
  • [26]. I. Jubany, J. Carrera, J. Lafuente, J.A. Baeza, “Start-up of a nitrification system with automatic control to treat highly concentrated ammonium wastewater: Experimental results and modeling”, Chemical Engineering Journal, 144, (2008), 407–419.
There are 26 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Research Article
Authors

Erdinç Aladağ 0000-0003-1354-0930

Alper Nuhoğlu 0000-0001-7887-0987

Publication Date December 25, 2023
Published in Issue Year 2023 Volume: 11 Issue: 2

Cite

APA Aladağ, E., & Nuhoğlu, A. (2023). Wastewater treatment plant design and modeling for the city of Erzurum. MANAS Journal of Engineering, 11(2), 190-203. https://doi.org/10.51354/mjen.1265134
AMA Aladağ E, Nuhoğlu A. Wastewater treatment plant design and modeling for the city of Erzurum. MJEN. December 2023;11(2):190-203. doi:10.51354/mjen.1265134
Chicago Aladağ, Erdinç, and Alper Nuhoğlu. “Wastewater Treatment Plant Design and Modeling for the City of Erzurum”. MANAS Journal of Engineering 11, no. 2 (December 2023): 190-203. https://doi.org/10.51354/mjen.1265134.
EndNote Aladağ E, Nuhoğlu A (December 1, 2023) Wastewater treatment plant design and modeling for the city of Erzurum. MANAS Journal of Engineering 11 2 190–203.
IEEE E. Aladağ and A. Nuhoğlu, “Wastewater treatment plant design and modeling for the city of Erzurum”, MJEN, vol. 11, no. 2, pp. 190–203, 2023, doi: 10.51354/mjen.1265134.
ISNAD Aladağ, Erdinç - Nuhoğlu, Alper. “Wastewater Treatment Plant Design and Modeling for the City of Erzurum”. MANAS Journal of Engineering 11/2 (December 2023), 190-203. https://doi.org/10.51354/mjen.1265134.
JAMA Aladağ E, Nuhoğlu A. Wastewater treatment plant design and modeling for the city of Erzurum. MJEN. 2023;11:190–203.
MLA Aladağ, Erdinç and Alper Nuhoğlu. “Wastewater Treatment Plant Design and Modeling for the City of Erzurum”. MANAS Journal of Engineering, vol. 11, no. 2, 2023, pp. 190-03, doi:10.51354/mjen.1265134.
Vancouver Aladağ E, Nuhoğlu A. Wastewater treatment plant design and modeling for the city of Erzurum. MJEN. 2023;11(2):190-203.

Manas Journal of Engineering 

16155