Kumari Madhu, Chandel Munish K
Environmental Science and Engineering Department, Indian Institute of Technology Bombay, Mumbai, 400076, India.
Environmental Science and Engineering Department, Indian Institute of Technology Bombay, Mumbai, 400076, India.
J Environ Manage. 2023 Nov 1;345:118821. doi: 10.1016/j.jenvman.2023.118821. Epub 2023 Aug 19.
The utilization of municipal solid waste (MSW) and sewage sludge (SS) as a source of renewable energy is crucial in achieving sustainable and integrated MSW management. SS and organic fraction of municipal solid waste (OFMSW) can be anaerobically digested to produce methane for energy. However, anaerobic digestion of specific substrates is challenging with respect to substrate characteristics. The problem of mono-digestion can be mitigated by co-digestion of these two major organic wastes because of their complementary characteristics. Moreover, there is a lack of studies on optimization of different mix ratios of organic fraction of municipal solid waste (OFMSW) and sewage sludge (SS) based on total solids (TS). The study aims to optimize the mix ratio for anaerobic co-digestion of OFMSW and SS. The study further elucidates synergistic effects associated with the co-digestion process. Different mix ratios of SS and OFMSW (0:100, 20:80, 40:60, 60:40, 80:20, 100:0) at 5, 7.5 and 10% TS were assessed for biomethane potential assessment. The results showed that with an increase in SS in the mix ratio feed the methane yield increased by 91% and 50% as compared to mono digestion of sewage sludge and OFMSW respectively at TS 7.5%. Based on the kinetic analysis, it was observed that the lag phase reduced for 60:40 mix ratio leading to higher rate of biodegradation. Positive synergistic effects were observed for 40:60, 60:40 and 80:20 mix ratio of SS:OFMSW based on co-digestion impact factor value. Response surface modelling was used to get the optimized mix ratio and TS %. The optimum mix ratio with the highest methane yield (388 ml/gVS added) was 70:30 (SS: OFMSW) at TS 7.5% with a desirability value of 0.98. These findings demonstrate that co-digesting SS and OFMSW is a preferable alternative for harnessing renewable energy and managing organic waste in a sustainable manner.
将城市固体废物(MSW)和污水污泥(SS)用作可再生能源来源对于实现可持续和综合的城市固体废物管理至关重要。污水污泥和城市固体废物的有机部分(OFMSW)可以进行厌氧消化以产生甲烷用于能源。然而,就底物特性而言,特定底物的厌氧消化具有挑战性。由于这两种主要有机废物具有互补特性,通过将它们共同消化可以缓解单一消化的问题。此外,基于总固体(TS)对城市固体废物有机部分(OFMSW)和污水污泥(SS)的不同混合比例进行优化的研究较少。该研究旨在优化OFMSW和SS厌氧共消化的混合比例。该研究进一步阐明了与共消化过程相关的协同效应。在5%、7.5%和10%的总固体含量下,评估了SS和OFMSW的不同混合比例(0:100、20:80、40:60、60:40、80:20、100:0)的生物甲烷潜力。结果表明,在7.5%的总固体含量下,与污水污泥和OFMSW的单一消化相比,混合比例进料中SS增加时,甲烷产量分别提高了91%和50%。基于动力学分析,观察到60:40混合比例的滞后期缩短,导致更高的生物降解率。基于共消化影响因子值,观察到SS:OFMSW的40:60、60:40和80:20混合比例具有正协同效应。使用响应面模型来获得优化的混合比例和总固体百分比。在7.5%的总固体含量下,甲烷产量最高(388 ml/gVS添加)的最佳混合比例为70:30(SS:OFMSW),可取性值为0.98。这些发现表明,共同消化SS和OFMSW是可持续利用可再生能源和管理有机废物的更优选择。