Comparison of different modeling approaches to better evaluate greenhouse gas emissions from whole wastewater treatment plants

被引:83
作者
Corominas, Lluis [1 ,2 ]
Flores-Alsina, Xavier [1 ,3 ]
Snip, Laura [1 ]
Vanrolleghem, Peter A. [1 ]
机构
[1] Univ Laval, ModelEAU, Dept Genie Civil & Genie Eaux, Quebec City, PQ G1V 0A6, Canada
[2] Catalan Inst Water Res, ICRA, Carrer Emili Grahit, Girona, Spain
[3] Lund Univ, Div Ind Elect Engn & Automat IEA, Lund, Sweden
关键词
activated sludge modeling; anaerobic digestion; benchmarking; global warming; model-based evaluation; nitrous oxide; plant-wide model; sustainability; whole plant modeling; NITROUS-OXIDE; NITRIC-OXIDE; NITRIFICATION; DENITRIFICATION; GENERATION; N2O; MECHANISMS; BENCHMARK; REMOVAL; CARBON;
D O I
10.1002/bit.24544
中图分类号
Q81 [生物工程学(生物技术)]; Q93 [微生物学];
学科分类号
071005 ; 0836 ; 090102 ; 100705 ;
摘要
New tools are being developed to estimate greenhouse gas (GHG) emissions from wastewater treatment plants (WWTPs). There is a trend to move from empirical factors to simple comprehensive and more complex process-based models. Thus, the main objective of this study is to demonstrate the importance of using process-based dynamic models to better evaluate GHG emissions. This is tackled by defining a virtual case study based on the whole plant Benchmark Simulation Model Platform No. 2 (BSM2) and estimating GHG emissions using two approaches: (1) a combination of simple comprehensive models based on empirical assumptions and (2) a more sophisticated approach, which describes the mechanistic production of nitrous oxide (N2O) in the biological reactor (ASMN) and the generation of carbon dioxide (CO2) and methane (CH4) from the Anaerobic Digestion Model 1 (ADM1). Models already presented in literature are used, but modifications compared to the previously published ASMN model have been made. Also model interfaces between the ASMN and the ADM1 models have been developed. The results show that the use of the different approaches leads to significant differences in the N2O emissions (a factor of 3) but not in the CH4 emissions (about 4%). Estimations of GHG emissions are also compared for steady-state and dynamic simulations. Averaged values for GHG emissions obtained with steady-state and dynamic simulations are rather similar. However, when looking at the dynamics of N2O emissions, large variability (36?ton?CO2e?day-1) is observed due to changes in the influent wastewater C/N ratio and temperature which would not be captured by a steady-state analysis (4.4?ton?CO2e?day-1). Finally, this study also shows the effect of changing the anaerobic digestion volume on the total GHG emissions. Decreasing the anaerobic digester volume resulted in a slight reduction in CH4 emissions (about 5%), but significantly decreased N2O emissions in the water line (by 14%). Biotechnol. Bioeng. 2012; 109: 28542863. (c) 2012 Wiley Periodicals, Inc.
引用
收藏
页码:2854 / 2863
页数:10
相关论文
共 46 条
  • [41] Van Amstel Andre., 2006, IPCC 2006 GUIDELINES
  • [42] Vanhooren H., 2003, J HYDROINFORM, V5, P27, DOI DOI 10.2166/HYDRO.2003.0003
  • [43] vonSchulthess R, 1996, WATER RES, V30, P521
  • [44] RELEASE OF NITRIC AND NITROUS OXIDES FROM DENITRIFYING ACTIVATED-SLUDGE
    VONSCHULTHESS, R
    KUHNI, M
    GUJER, W
    [J]. WATER RESEARCH, 1995, 29 (01) : 215 - 226
  • [45] Mechanisms of N2O production in biological wastewater treatment under nitrifying and denitrifying conditions
    Wunderlin, Pascal
    Mohn, Joachim
    Joss, Adriano
    Emmenegger, Lukas
    Siegrist, Hansruedi
    [J]. WATER RESEARCH, 2012, 46 (04) : 1027 - 1037
  • [46] Mechanisms and Specific Directionality of Autotrophic Nitrous Oxide and Nitric Oxide Generation during Transient Anoxia
    Yu, Ran
    Kampschreur, Marlies J.
    van Loosdrecht, Mark C. M.
    Chandran, Kartik
    [J]. ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2010, 44 (04) : 1313 - 1319