Immobilized bioprocess for organic carbon and nitrogen removal

被引:15
作者
Wang, Chung-Hung [1 ]
Liu, James Cheng-Wei [1 ]
Kok-Kwang Ng [1 ]
Lin, Cheng-Fang [1 ]
Hong, Pui-Kwan Andy [2 ]
Yang, Ping-Yi [3 ]
机构
[1] Natl Taiwan Univ, Grad Inst Environm Engn, Taipei 106, Taiwan
[2] Univ Utah, Dept Civil & Environm Engn, Salt Lake City, UT 84112 USA
[3] Univ Hawaii Manoa, Dept Mol Biosci & Bioengn, Honolulu, HI 96822 USA
关键词
Immobilized bioprocess; Carbon and ammonia nitrogen removal; Surface loading; Volume loading; Hydraulic retention time; Sludge retention time; MIXED-MICROBIAL-CELL; SUBMERGED MEMBRANE BIOREACTOR; HYDRAULIC RETENTION TIME; WASTE-WATER TREATMENT; LOADING RATES; COD REMOVAL; NITRIFICATION INHIBITION; REACTOR; MBR;
D O I
10.5004/dwt.2012.2917
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The immobilized bioprocess (IBP) was investigated for the removal of organic carbon and ammonia nitrogen from wastewater. Two wastewaters (a food industry wastewater and a composite industrial wastewater) were investigated, one containing high concentration (820-1300 mg/l) and the other medium concentration (250-450 mg/l) of chemical oxygen demand (COD). Three mixed liquor suspended solids (MLSS) (3000, 5000, and 9000 mg/l) and two hydraulic retention times (HRT) (12 h and 24 h) were employed representing different surface loading and volume loading factors. IBP provides high sludge retention time (SRT), enabling improved removal of COD and ammonia nitrogen. The results showed 78-93% and 83-96% removals of soluble COD (SCOD) and ammonia (NH4+-N), respectively, from the food industry wastewater, when the surficial removal rate and volumetric removal rate in the IBP were 0.011-0.056 kg COD/m(2)-d and 2.3-12 kg COD/m(3)-d, respectively. For the composite industrial wastewater, removal of SCOD and NH4+-N were 53-80% and 38-69%, respectively, when the surficial removal rate and volumetric removal rate were 0.0048-0.016 kg COD/m(2)-d and 1.0-3.4 kg COD/m(3)-d, respectively. The results further show stable removals of COD and NH4+-N, albeit decreasing with decreasing HRTs and MLSS. IBP facilitates simple operation and good effluent quality without requiring sludge recycling.
引用
收藏
页码:296 / 301
页数:6
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