Contribution of Liquid/Gas Mass-Transfer Limitations to Dissolved Methane Oversaturation in Anaerobic Treatment of Dilute Wastewater

被引:68
作者
Yeo, Hyeongu [1 ]
An, Junyeong [1 ]
Reid, Robertson [1 ]
Rittmann, Bruce E. [2 ]
Lee, Hyung-Sool [1 ]
机构
[1] Univ Waterloo, Dept Civil & Environm Engn, Waterloo, ON N2L 3G1, Canada
[2] Arizona State Univ, Swette Ctr Environm Biotechnol, Biodesign Inst, Tempe, AZ 85287 USA
关键词
SOLUBLE MICROBIAL PRODUCTS; SMP; HYDROGEN; GAS; TEMPERATURE; SOLUBILITY; DIGESTION; NITROGEN; REACTOR; WINERY;
D O I
10.1021/acs.est.5b02560
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The mechanisms controlling the accumulation of dissolved methane in anaerobic membrane bioreactors (AnMBRs) treating a synthetic dilute wastewater (a glucose medium) were assessed experimentally and theoretically. The AnMBR was maintained at a temperature of 24-26 degrees C as the organic loading rate increased from 0.39 to 1.1 kg COD/m(3)-d. The measured concentration of dissolved methane was consistently 2.2- to 2.5-fold larger than the concentration of dissolved methane at thermodynamic equilibrium with the measured CH4 partial pressure, and the fraction of dissolved methane was as high as 76% of the total methane produced. The low gas production rate in the AnMBR significantly slowed the mass transport of dissolved methane to the gas phase. Although the production rate of total methane increased linearly with the COD loading rate, the concentration of dissolved methane only slightly increased with an increasing organic loading rate, because the mass-transfer rate increased by almost 5-fold as the COD loading increased from 0.39 to 1.1 kg COD/m(3)-d. Thus, slow mass transport kinetics exacerbated the situation in which dissolved methane accounted for a substantial fraction of the total methane generated from the AnMBR.
引用
收藏
页码:10366 / 10372
页数:7
相关论文
共 36 条
[1]  
ALLEMAN JE, 1983, J WATER POLLUT CON F, V55, P436
[2]  
ALPHENAAR PA, 1993, WATER RES, V27, P749, DOI 10.1016/0043-1354(93)90137-7
[3]  
APHA, 1992, Standard methods for the examination of water and wastewater
[4]   Integrated model of the production of soluble microbial products (SMP) and extracellular polymeric substances (EPS) in anaerobic chemostats during transient conditions [J].
Aquino, Sergio F. ;
Stuckey, David C. .
BIOCHEMICAL ENGINEERING JOURNAL, 2008, 38 (02) :138-146
[5]   Characterization of soluble microbial products (SMP) in effluents from anaerobic reactors [J].
Aquino, SF ;
Stuckey, DC .
WATER SCIENCE AND TECHNOLOGY, 2002, 45 (10) :127-132
[6]   Anaerobic treatment of municipal wastewater at ambient temperature: Analysis of archaeal community structure and recovery of dissolved methane [J].
Bandara, Wasala M. K. R. T. W. ;
Kindaichi, Tomonori ;
Satoh, Hisashi ;
Sasakawa, Manabu ;
Nakahara, Yoshihito ;
Takahashi, Masahiro ;
Okabe, Satoshi .
WATER RESEARCH, 2012, 46 (17) :5756-5764
[7]   Removal of residual dissolved methane gas in an upflow anaerobic sludge blanket reactor treating low-strength wastewater at low temperature with degassing membrane [J].
Bandara, Wasala M. K. R. T. W. ;
Satoh, Hisashi ;
Sasakawa, Manabu ;
Nakahara, Yoshihito ;
Takahashi, Masahiro ;
Okabe, Satoshi .
WATER RESEARCH, 2011, 45 (11) :3533-3540
[8]   Comparison of aerobic granulation and anaerobic membrane bioreactor technologies for winery wastewater treatment [J].
Basset, N. ;
Lopez-Palau, S. ;
Dosta, J. ;
Mata-Alvarez, J. .
WATER SCIENCE AND TECHNOLOGY, 2014, 69 (02) :320-327
[9]   THE SOLUBILITY OF NITROGEN AND AIR IN LIQUIDS [J].
BATTINO, R ;
RETTICH, TR ;
TOMINAGA, T .
JOURNAL OF PHYSICAL AND CHEMICAL REFERENCE DATA, 1984, 13 (02) :563-600
[10]   Parameters governing permeate flux in an anaerobic membrane bioreactor treating low-strength municipal wastewaters:: A literature review [J].
Berube, P. R. ;
Hall, E. R. ;
Sutton, P. M. .
WATER ENVIRONMENT RESEARCH, 2006, 78 (08) :887-896