Model-based analysis and optimization of a full-scale industrial high-rate anaerobic bioreactor

被引:15
作者
Feldman, Hannah [1 ]
Flores-Alsina, Xavier [1 ]
Kjellberg, Kasper [2 ]
Jeppsson, Ulf [3 ]
Batstone, Damien J. [4 ]
Gernaey, Krist V. [1 ]
机构
[1] Tech Univ Denmark, Dept Chem & Biochem Engn, Proc & Syst Engn Ctr PROSYS, Bldg 229, DK-2800 Lyngby, Denmark
[2] Novozymes AS, Hallas Alle 1, Kalundborg, Denmark
[3] Lund Univ, Div Ind Elect Engn & Automat, Dept Biomed Engn, Lund, Sweden
[4] Univ Queensland, Adv Water Management Ctr, Brisbane, Qld, Australia
关键词
ADM1; benchmarking; energy recovery; high-rate reactors; response surfaces; sulfide production; WASTE-WATER TREATMENT; SULFATE REDUCTION; NO; DIGESTION PROCESSES; RESOURCE RECOVERY; BIOFILM REACTORS; ACTIVATED-SLUDGE; GRANULAR SLUDGE; UASB REACTORS; ENERGY;
D O I
10.1002/bit.26807
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
The objective of this paper is to present the model-based optimization results of an anaerobic granular sludge internal circulation reactor. The International Water Association Anaerobic Digestion Model No. 1 extended with phosphorus (P), sulfur (S), and ethanol is used to describe the main biological and physico-chemical processes. The high-rate conditions within the reactor are simulated using a flow+reactor model comprised of a series of continuous stirred tank reactors followed by an ideal total suspended solids separation unit. Following parameter estimation by least squares on the measured data, the model had a relative mean error of 13 and 15% for data set #1 and data set #2, respectively. Response surfaces show that the reactor performance index (a metric combining energy recovery in the form of heat and electricity, as well as chemicals needed for pH control) could be improved by 45% when reactor pH is reduced down to 6.8. Model-based results reveal that influent S does not impose sufficient negative impacts on energy recovery (+5.7%, in MWh/day,+0.20MEuro/year when influent S is removed) to warrant the cost of its removal (3.58MEuro/year). In fact, the process could handle even higher S loads (ensuring the same degree of conversion) as long as the pH is maintained above 6.8. Nevertheless, a higher S load substantially increases the amount of added NaOH to maintain the desired operational pH (>25%) due to the acidic behavior of HS (-). CO (2) stripping decreases the buffer capacity of the system and hence use of chemicals for pH control. Finally, the paper discusses the possibilities and limitations of the proposed approach, and how the results of this study will be put into practice.
引用
收藏
页码:2726 / 2739
页数:14
相关论文
共 69 条
[1]  
AgroTech, 2014, METH EM DAN BIOG PLA
[2]   Pre-acidification in anaerobic sludge bed process treating brewery wastewater [J].
Ahn, YH ;
Min, KS ;
Speece, RE .
WATER RESEARCH, 2001, 35 (18) :4267-4276
[3]  
[Anonymous], 2014, 23 IWA
[4]   Anaerobic digestion of seven different sewage sludges: A biodegradability and modelling study [J].
Astals, S. ;
Esteban-Gutierrez, M. ;
Fernandez-Arevalo, T. ;
Aymerich, E. ;
Garcia-Heras, J. L. ;
Mata-Ahiarez, J. .
WATER RESEARCH, 2013, 47 (16) :6033-6043
[5]   The difference between energy consumption and energy cost: Modelling energy tariff structures for water resource recovery facilities [J].
Aymerich, I. ;
Rieger, L. ;
Sobhani, R. ;
Rosso, D. ;
Corominas, Ll .
WATER RESEARCH, 2015, 81 :113-123
[6]   Modeling the anaerobic digestion of cane-molasses vinasse: Extension of the Anaerobic Digestion Model No. 1 (ADM1) with sulfate reduction for a very high strength and sulfate rich wastewater [J].
Barrera, Ernesto L. ;
Spanjers, Henri ;
Solon, Kimberly ;
Amerlinck, Youri ;
Nopens, Ingmar ;
Dewulf, Jo .
WATER RESEARCH, 2015, 71 :42-54
[7]   A review of ADM1 extensions, applications, and analysis: 2002-2005 [J].
Batstone, D. J. ;
Keller, J. ;
Steyer, J. P. .
WATER SCIENCE AND TECHNOLOGY, 2006, 54 (04) :1-10
[8]  
Batstone D. J., 2002, WATER SCI TECHNOL, V50, P295
[9]   Mathematical modelling of anaerobic digestion processes: applications and future needs [J].
Batstone, Damien J. ;
Puyol, Daniel ;
Flores-Alsina, Xavier ;
Rodriguez, Jorge .
REVIEWS IN ENVIRONMENTAL SCIENCE AND BIO-TECHNOLOGY, 2015, 14 (04) :595-613
[10]   Hydraulics of laboratory and full-scale upflow anaerobic sludge blanket (UASB) reactors [J].
Batstone, DJ ;
Hernandez, JLA ;
Schmidt, JE .
BIOTECHNOLOGY AND BIOENGINEERING, 2005, 91 (03) :387-391