Ms Krishnapriya, Johnson Inigo, Ngo Huu-Hao, Guo Wenshan, Kumar Mathava
Environmental Engineering Division, Department of Civil Engineering, Indian Institute of Technology Madras, Tamil Nadu, Chennai, 600036, India.
Centre for Technology in Water and Wastewater, School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, NSW, 2007, Australia.
Environ Monit Assess. 2023 Feb 20;195(3):415. doi: 10.1007/s10661-023-10999-z.
Application of Chlorella vulgaris for polishing secondary effluent of a wastewater treatment (containing C, N and P) was investigated. As a first step, batch experiments were conducted in Bold's Basal Media (BBM) to quantify the effects of orthophosphates (0.1-107 mg/L), organic carbon (0-500 mg/L as acetate) and N/P ratio on the growth of Chlorella vulgaris. The results revealed that the orthophosphate concentration was found to control the removal rates of nitrates and phosphates; however, both were effectively removed (> 90%) when the initial orthophosphate concentration was 4-12 mg/L. The maximum nitrate and orthophosphate removals were observed at an N:P ratio of ~ 11. However, the specific growth rate (µ) was significantly increased (from 0.226 to 0.336 g/g/day) when the initial orthophosphate concentration was 0.1-4.3 mg/L. On the other hand, the presence of acetate had significantly improved the specific growth and specific nitrate removal rates of Chlorella vulgaris. The specific growth rate increased from 0.34 g/g/day in a purely autotrophic culture to 0.70 g/g/day in the presence of acetate. Subsequently, the Chlorella vulgaris (grown in BBM) was acclimated and grown in the membrane bioreactor (MBR)-treated real-time secondary effluent. Under the optimised conditions, 92% nitrate and 98% phosphate removals (with a growth rate of 0.192 g/g/day) were observed in the bio-park MBR effluent. Overall, the results indicate that coupling Chlorella vulgaris as a polishing treatment in existing wastewater treatment units could be beneficial for highest level of water reuse and energy recovery goals.
研究了小球藻在污水处理二级出水(含碳、氮和磷)深度处理中的应用。第一步,在Bold基础培养基(BBM)中进行批次实验,以量化正磷酸盐(0.1 - 107 mg/L)、有机碳(以乙酸盐计为0 - 500 mg/L)和氮磷比对小球藻生长的影响。结果表明,正磷酸盐浓度控制着硝酸盐和磷酸盐的去除率;然而,当初始正磷酸盐浓度为4 - 12 mg/L时,两者均能有效去除(> 90%)。在氮磷比约为11时,硝酸盐和正磷酸盐的去除率最高。然而,当初始正磷酸盐浓度为0.1 - 4.3 mg/L时,比生长速率(µ)显著提高(从0.226提高到0.336 g/g/天)。另一方面,乙酸盐的存在显著提高了小球藻的比生长速率和比硝酸盐去除率。比生长速率从纯自养培养时的0.34 g/g/天增加到存在乙酸盐时的0.70 g/g/天。随后,将在BBM中生长的小球藻驯化并在膜生物反应器(MBR)处理的实时二级出水中培养。在优化条件下,生物公园MBR出水中硝酸盐去除率为92%,磷酸盐去除率为98%(生长速率为0.192 g/g/天)。总体而言,结果表明在现有污水处理单元中耦合小球藻进行深度处理,可能有利于实现最高水平的水回用和能量回收目标。