Kinetic study of nutrients removal from municipal wastewater by Chlorella vulgaris in photobioreactor supplied with CO2-enriched air

被引:14
作者
Chaudhary, Ramjee [1 ,2 ]
Tong, Yen Wah [2 ,3 ]
Dikshit, Anil Kumar [1 ,4 ,5 ]
机构
[1] Indian Inst Technol, Ctr Environm Sci & Engn, Environm Infrastruct & Clean Technol EICT Lab, Mumbai 400076, Maharashtra, India
[2] Natl Univ Singapore, Dept Chem & Biomol Engn, Singapore 117576, Singapore
[3] Natl Univ Singapore, Environm Res Inst, Singapore, Singapore
[4] Malardalen Univ, Sch Business Environm & Soc, Vasteras, Sweden
[5] Asian Inst Technol, Sch Environm Resources & Dev, Klongluang, Thailand
关键词
Chlorella vulgaris; kinetic study; municipal wastewater; nutrient bioremediation; photobioreactor; ARTHROSPIRA SPIRULINA PLATENSIS; PHOSPHORUS REMOVAL; MEMBRANE PHOTOBIOREACTOR; MICROALGAL GROWTH; ALGAL BIOMASS; LIPID SOURCE; DRY BIOMASS; NITROGEN; CULTIVATION; CO2;
D O I
10.1080/09593330.2018.1508250
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The microalgae Chlorella vulgaris ATCC 13482 was used in the present study for municipal wastewater treatment. Batch experiments were performed in bubble column photobioreactors of 7 L working volume maintained at 25 +/- 2 degrees C and 14 h/10 h of photo and dark cycle. The treatment process was enhanced by using CO2-augmented air (5% CO2 v/v) supply into the microalgal culture in comparison to the use of normal air (0.03% CO2 v/v). For a period of 7 days, C. vulgaris effected maximum removals of 74.4% soluble fraction of chemical oxygen demand, 72% ammonia (NH4-N), 60% nitrate (NO3-N) and 81.93% orthophosphate (PO4-P) with use of normal air, whereas 84.6% sCOD, 88% NH4-N, 72% NO3-N and 92.8% PO4-P removals, respectively, with use of 5% CO2/air supply. Using kinetic study data, the specific rates of ammonia and phosphate uptake (q(ammonia) and q(phosphate)) by C. vulgaris at 5% CO2/air supply were found to be 2.41 and 0.85 d(-1), respectively. Using the algal remediation technology, nitrogen-phosphorus-potassium recovery from sewage treatment plant of 37.5 million litres per day wastewater influent capacity was calculated to be similar to 298.5, 55.4 and 83.7 kg d(-1), respectively.
引用
收藏
页码:617 / 626
页数:10
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