Technical Papers
Jan 22, 2020

Extended Activated Sludge Model No.1 with Floc and Biofilm Diffusion for Organic and Nutrient Removal

Publication: Journal of Environmental Engineering
Volume 146, Issue 4

Abstract

This paper presents a modified mathematical model for substrate degradation and nutrient removal by aerobic microorganisms. The modified model is based on Activated Sludge Model No.1 (ASM1) for bacterial growth incorporated with substrate diffusion into flocs and biofilms. Monod kinetics are modified to consider the proton translocation theory for substrate dissociation in ASM1. Microbial growth rate coupled with mass transport rate was studied for heterotrophs and autotrophs in bulk solution and the boundary layer of biofilms to reveal the extra degree of freedom of this dynamic model. Moreover, the sensitivity analysis of the modified model was discussed at steady state using the Newton–Raphson technique. A decrement in the removal efficiency of chemical oxygen demand (COD) and ammonia nitrogen (NH4-N) was obtained under the influence of the diffusion principle compared with modified Monod substrate conversion. However, the decline in biofilm thickness to 50 μm at heterotrophic and autotrophic biomass concentration of 15  kg/m3 and 1  kg/m3, respectively, enhanced the removal of both influent COD of 200  mg/L and influent NH4-N of 30  mg/L in an Integrated Fixed Film Activated Sludge (IFAS) pilot plant experiment established at Zenein wastewater treatment plant (WWTP), Giza, Egypt.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (MATLAB code and scanning microscopic configuration for biofilm and sludge samples).

Acknowledgments

The authors acknowledge the US—Egypt Science and Technology (S&T) Joint Fund for supplying the IFAS pilot plant at Zenein with funds provided by the United States Agency for International Development (USAID) and the Ministry of Scientific Research (MOSR). The authors also acknowledge the assistance provided by the Nano-microscopic Center of Cairo University, El-Sheikh Zayed City, Giza, Egypt.

References

Atkins, P. W. 1998. Physical chemistry. 6th ed., 739. Oxford, UK: Oxford Univ. Press.
Bae, W., and B. E. Rittmann. 1996. “A structured model of dual-limitation kinetics.” Biotechnol. Bioeng. 49 (6): 683–689. https://doi.org/10.1002/(SICI)1097-0290(19960320)49:6%3C683::AID-BIT10%3E3.0.CO;2-7.
Bai, Y., X. Quan, Y. Zhang, and S. Chen. 2015. “Enhancing nitrogen and phosphorus removal in the BUCT–IFAS process by bypass flow strategy.” Water Sci. Technol. 72 (4): 528–534. https://doi.org/10.2166/wst.2015.242.
Blackburne, R., V. M. Vadivelu, Z. Yuan, and J. Keller. 2007. “Determination of growth rate and yield of nitrifying bacteria by measuring carbon dioxide uptake rate.” Water Environ. Res. 79 (12): 2437–2445. https://doi.org/10.2175/106143007X212139.
Boltz, J. P., B. R. Johnson, G. T. Daigger, and J. Sandino. 2009. “Modeling integrated fixed-film activated sludge and moving-bed biofilm reactor systems I: Mathematical treatment and model development.” Water Environ. Res. 81 (6): 555–575. https://doi.org/10.2175/106143008X357066.
Boltz, J. P., E. Morgenroth, D. Brockmann, C. Bott, W. J. Gellner, and P. A. Vanrolleghem. 2011. “Systematic evaluation of biofilm models for engineering practice: Components and critical assumptions.” Water Sci. Technol. 64 (4): 930–944. https://doi.org/10.2166/wst.2011.709.
Delrue, F., J. M. Choubert, A. E. Stricker, M. Spérandio, M. Mietton-Peuchot, and Y. Racault. 2010. “Modelling a full scale membrane bioreactor using activated sludge model no. 1: Challenges and solutions.” Water Sci. Technol. 62 (10): 2205–2217. https://doi.org/10.2166/wst.2010.383.
Elawwad, A. 2018. “Optimized biological nitrogen removal of high-strength ammonium wastewater by activated sludge modeling.” J. Water Reuse Desalin. 8 (3): 393–403. https://doi.org/10.2166/wrd.2017.200.
Elawwad, A., M. Matta, M. Abo-Zaid, and H. Abdel-Halim. 2019. “Plant-wide modeling and optimization of a large-scale WWTP using BioWin’s ASDM model.” J. Water Process Eng. 31 (Oct): 100819. https://doi.org/10.1016/j.jwpe.2019.100819.
El-Seddik, M. M. 2017. “Modified fractional-order activated sludge model (MFASM) for aerobic microbial growth in wastewater.” Inorg. Chem. Ind. J. 12 (2): 1–8.
El-Seddik, M. M., M. M. Galal, A. G. Radwan, and H. S. Abdel-Halim. 2014. “Influence of kinetic parameters variation on the performance of modified UASB reactor model.” In Proc., IWA World Water Congress and Exhibition. London: IWA Publishing.
El-Seddik, M. M., M. M. Galal, A. G. Radwan, and H. S. Abdel-Halim. 2016. “Modified kinetic-hydraulic UASB reactor model for treatment of wastewater containing biodegradable organic substrates.” Water Sci. Technol. 73 (7): 1560–1571. https://doi.org/10.2166/wst.2015.636.
El-Seddik, M. M., M. M. Galal, A. G. Radwan, and H. S. Abdel-Halim. 2018. “Fractional-order model (FOM) for high strength substrate biodegradation in conventional UASB reactor.” Biochem. Eng. J. 133 (May): 39–46. https://doi.org/10.1016/j.bej.2018.01.032.
Gujer, W., M. Henze, T. Mino, T. Matsuo, M. C. Wentzel, and G. V. R. Marais. 1995. “The activated sludge model No. 2: Biological phosphorus removal.” Water Sci. Technol. 31 (2): 1–11. https://doi.org/10.2166/wst.1995.0061.
Henze, M., W. Gujer, T. Mino, and M. van Loosdrecht. 2000. Activated sludge models ASM1, ASM2, ASM2d and ASM3. London: IWA Publishing.
Henze, M., W. Gujer, T. Mino, and M. van Loosdrecht. 2006. Activated sludge models ASM1, ASM2, ASM2d and ASM3. London: IWA Publishing.
Heys, H. L. 1981. Physical chemistry. 5th ed., 473. Bath, UK: Pitman Press.
Horn, H., and D. C. Hempel. 1995. “Mass transfer coefficients for an autotrophic and a heterotrophic biofilm system.” Water Sci. Technol. 32 (8): 199–204. https://doi.org/10.2166/wst.1995.0298.
Horn, H., and S. Lackner. 2014. “Modeling of biofilm systems: A review.” Adv. Biochem. Eng./Biotechnol. 146 (Aug): 53–76. https://doi.org/10.1007/10_2014_275.
Liu, Y.-Q., Y. Liu, and J.-H. Tay. 2005. “Relationship between size and mass transfer resistance in aerobic granules.” Lett. Appl. Microbiol. 40 (5): 312–315. https://doi.org/10.1111/j.1472-765X.2005.01695.x.
Mardani, S., A. Mirbagheri, M. M. Amin, and M. Ghasemian. 2011. “Determination of biokinetic coefficients for activated sludge processes on municipal wastewater.” Iran. J. Environ. Health Sci. Eng. 8 (1): 25–34.
Mostafa, N. G., M. M. Galal, A. G. Radwan, and E. M. Rashed. 2016. “Comparison and database development of four recent ASM3 model extensions.” J. Environ. Eng. 142 (6): 04016021. https://doi.org/10.1061/(ASCE)EE.1943-7870.0001087.
Mustafa, I. H., G. Ibrahim, A. Elkamel, and A. H. Elahwany. 2009. “Modeling of activated sludge floc characteristics.” Am. J. Environ. Sci. 5 (1): 69–79.
Pérez, J., C. Picioreanu, and M. van Loosdrecht. 2005. “Modeling biofilm and floc diffusion processes based on analytical solution of reaction-diffusion equations.” Water Res. 39 (7): 1311–1323. https://doi.org/10.1016/j.watres.2004.12.020.
Pollice, A., V. Tandoi, and C. Lestingi. 2002. “Influence of aeration and sludge retention time on ammonium oxidation to nitrite and nitrate.” Water Res. 36 (10): 2541–2546. https://doi.org/10.1016/S0043-1354(01)00468-7.
Sen, D., R. Copithorn, C. W. Randall, R. Jones, D. Phago, and B. Rusten. 2000. Investigation of hybrid systems for enhanced nutrient control. Alexandria, VA: Water Environment Research Foundation.
Sen, D., and C. W. Randall. 2008. “Improved computational model (AQUIFAS) for activated sludge, integrated fixed-film activated sludge, and moving-bed biofilm reactor systems, part I: Semi-empirical model development.” Water Environ. Res. 80 (5): 439–453. https://doi.org/10.1002/j.1554-7531.2008.tb00350.x.
Singh, N. K., and A. A. Kazmi. 2016. “Environmental performance and microbial investigation of a single stage aerobic integrated fixed-film activated sludge (IFAS) reactor treating municipal wastewater.” J. Environ. Chem. Eng. 4 (2): 2225–2237. https://doi.org/10.1016/j.jece.2016.04.001.
Soliman, M., H. Abdel-Halim, E. Helmy, M. El-Seddik, and M. Moharram. Forthcoming. “A study of A2/O process in El-Berka WWTP by replacing the anaerobic selector with UASB and adopting a hybrid system in the oxic zone.” Sep. Sci. Technol. https://doi.org/10.1080/01496395.2019.1641518.
Sriwiriyarat, T. 2002. “Mathematical modeling and evaluation of IFAS wastewater treatment processes for biological nitrogen and phosphorus removal.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ.
Sriwiriyarat, T., C. W. Randall, and D. Sen. 2005. “Computer program development for the design of integrated fixed film activated sludge processes.” J. Environ. Eng. 131 (11): 1540–1549. https://doi.org/10.1061/(ASCE)0733-9372(2005)131:11(1540).
Teutli-León, M., and M. E. Pérez-López. 2013. “Sludge density prediction in a wastewater chemical coagulation process.” J. Water Resour. Prot. 5 (7): 1–4. https://doi.org/10.4236/jwarp.2013.57A001.
van Haandel, A. C. 1981. “Nitrification and denitrification kinetics in the activated sludge process.” Ph.D. thesis, Dept. of Civil Eng., Univ. of Cape Town.
Wanner, O., H. Eberl, E. Morgenroth, D. Noguera, C. Picioreanu, B. Rittman, and M. van Loosdrecht. 2006. Mathematical modeling of biofilms. London: IWA Publishing.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 146Issue 4April 2020

History

Received: May 23, 2019
Accepted: Aug 28, 2019
Published online: Jan 22, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 22, 2020

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Authors

Affiliations

Ahmed M. Al Madany [email protected]
Senior Environmental Engineer, Dept. of Civil Engineering, Environmental and Sanitary Engineering Div., Faculty of Engineering, Cairo Univ., Cairo 12613, Egypt. Email: [email protected]
Mostafa M. El-Seddik, Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Environmental and Sanitary Engineering Div., Institute of Aviation Engineering and Technology, Giza 12815, Egypt; Supervisor, Dept. of Civil Engineering, Faculty of Engineering, Cairo Univ., Cairo 12613, Egypt (corresponding author). Email: [email protected]
Khalid Zaher Abdallah, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Environmental and Sanitary Engineering Div., Faculty of Engineering, Cairo Univ., Cairo 12613, Egypt. Email: [email protected]

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