GISCOD: General Integrated Solid Waste Co-Digestion model

被引:62
作者
Zaher, Usama [1 ]
Li, Rongping [1 ,2 ]
Jeppsson, Ulf [3 ]
Steyer, Jean-Philippe [4 ]
Chen, Shulin [1 ]
机构
[1] Washington State Univ, Dept Biol Syst Engn, Pullman, WA 99164 USA
[2] Beijing Univ Chem Technol, Dept Environm Engn, Beijing 100029, Peoples R China
[3] Lund Univ, Dept Ind Elect Engn & Automat, SE-22100 Lund, Sweden
[4] INRA, UR 50, Lab Biotechnol Environm, F-11100 Narbonne, France
关键词
ADM1; Co-digestion; Hydrolysis; Integrated modeling; Solid waste; Transformer model; ANAEROBIC-DIGESTION; ORGANIC FRACTION; CARBON-DIOXIDE; WATER; SLUDGE; ADM1; BIODEGRADABILITY; TRANSPORTATION; OPTIMIZATION; SIMULATION;
D O I
10.1016/j.watres.2009.03.018
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper views waste as a resource and anaerobic digestion (AD) as an established biological process for waste treatment, methane production and energy generation. A powerful simulation tool was developed for the optimization and the assessment of co-digestion of any combination of solid waste streams. Optimization was aimed to determine the optimal ratio between different waste streams and hydraulic retention time by changing the digester feed rates to maximize the biogas production rate. Different model nodes based on the ADM1 were integrated and implemented on the Matlab-Simulink (R) simulation platform. Transformer model nodes were developed to generate detailed input for ADM1, estimating the particulate waste fractions of carbohydrates, proteins, lipids and inerts. Hydrolysis nodes were modeled separately for each waste stream. The fluxes from the hydrolysis nodes were combined and generated a detailed input vector to the ADM1. The integrated model was applied to a co-digestion case study of diluted dairy manure and kitchen wastes. The integrated model demonstrated reliable results in terms of calibration and optimization of this case study. The hydrolysis kinetics were calibrated for each waste fraction, and led to accurate simulation results of the process and prediction of the biogas production. The optimization simulated 200,000 days of virtual experimental time in 8 h and determined the feedstock ratio and retention time to set the digester operation for maximum biogas production rate. Published by Elsevier Ltd.
引用
收藏
页码:2717 / 2727
页数:11
相关论文
共 39 条
  • [1] Evaluation of chemical and ecotoxicological characteristics of biodegradable organic residues for application to agricultural land
    Alvarenga, P.
    Palma, P.
    Goncalves, A. P.
    Fernandes, R. M.
    Cunha-Queda, A. C.
    Duarte, E.
    Vallini, G.
    [J]. ENVIRONMENT INTERNATIONAL, 2007, 33 (04) : 505 - 513
  • [2] [Anonymous], 2002, WATER INTELL ONLINE, DOI DOI 10.2166/9781780403052
  • [3] [Anonymous], BIORESOUR TECHNOL
  • [4] BATSTONE DJ, 2008, COMMUNICATION
  • [5] Copp J. B., 2003, P 76 ANN WEF C EXP W
  • [6] Emission characteristics of volatile compounds during sludges drying process
    Deng, Wen-Yi
    Yan, Jian-Hua
    Li, Xiao-Dong
    Wang, Fei
    Zhu, Xiao-Wan
    Lu, Sheng-Yong
    Cen, Ke-Fa
    [J]. JOURNAL OF HAZARDOUS MATERIALS, 2009, 162 (01) : 186 - 192
  • [7] Biodegradability of activated sludge organics under anaerobic conditions
    Ekama, G. A.
    Sotemann, S. W.
    Wentzel, M. C.
    [J]. WATER RESEARCH, 2007, 41 (01) : 244 - 252
  • [8] Implementation of IWA anaerobic digestion model No. 1 (ADM1) for simulating the thermophilic anaerobic co-digestion of olive mill wastewater with olive mill solid waste in a semi-continuous tubular digester
    Fezzani, Boubaker
    Ben Cheikh, Ridha
    [J]. CHEMICAL ENGINEERING JOURNAL, 2008, 141 (1-3) : 75 - 88
  • [9] New mathematical procedure for the automatic estimation of influent characteristics in WWTPs
    Grau, P.
    Beltran, S.
    de Gracia, M.
    Ayesa, E.
    [J]. WATER SCIENCE AND TECHNOLOGY, 2007, 56 (08) : 95 - 106
  • [10] Anaerobic digestion of the organic fraction of municipal solid waste: Influence of co-digestion with manure
    Hartmann, H
    Ahring, BK
    [J]. WATER RESEARCH, 2005, 39 (08) : 1543 - 1552