首页|混凝沉淀-气浮-间歇曝气MBR组合工艺处理餐厨发酵沼液的研究

混凝沉淀-气浮-间歇曝气MBR组合工艺处理餐厨发酵沼液的研究

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为解决餐厨垃圾厌氧发酵沼液处理的难题,研究采用混凝沉淀-气浮-间歇曝气MBR组合工艺对餐厨垃圾发酵沼液进行处理。结果表明,经混凝沉淀-气浮预处理,COD、TP、SS、动植物油去除效率分别达到85。3%,98。7%,99。4%和99。4%;氨氮和总氮的去除效果较差,去除率分别为49。96%和52。63%。进一步考察了间歇曝气MBR在不同C/N比下对COD、氨氮和总氮的去除效果,综合考虑工艺运行的技术经济合理性,C/N比为3为最优运行条件,COD、氨氮和TN的去除率分别为87。63%、98。40%和96。67%。经混凝沉淀-气浮-间歇曝气MBR组合工艺处理,出水水质满足《污水综合排放标准》(GB8978-1996)中的三级排放标准。
Treatment of Biogas Slurry Produced by Fermentation of Food Waste Through Coagulation Sedimentation-Air Flotation-Intermittent Aeration MBR Process
In order to treat the biogas slurry produced by anaerobic fermentation of food waste,the process of coagulation sedimentation,air floatation and intermittent aeration MBR was used in the research.The results showed that after pretreatment including coagulation sedimentation and air flotation,85.3%,98.7%,99.4%and 99.4%of COD,TP,SS and animal and vegetable oil were removed,respectively.Ammonia nitrogen and total nitrogen yielded the lowest removal rate,which was 49.96%and 52.63%,respectively.The removal rates of COD,ammonia nitrogen and total nitrogen by intermittent aeration MBR at different C/N ratios were further investigated.Considering the technical and economic rationality of the process,optimal operating conditions were obtained at C/N ratio of 3.In this case,the removal rates of COD,ammonia nitrogen and TN were 87.63%,98.40%and 96.67%,respectively.After the combined process of coagulation sedimentation,air floatation and intermittent aeration MBR,the quality of the effluent meets the Level-3 standard in the Integrated Wastewater Discharge Standard(GB8978-1996).

Intermittent aerationMBRdenitrificationlow C/N ratio

张翠翠、史文悦、钱伟杰、黄连芝、郑炜

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浙江双益环保科技发展有限公司,浙江嘉兴 314000

浙江清华长三角研究院,浙江嘉兴 314000

间歇曝气 MBR 脱氮 低C/N比

嘉兴市"创新嘉兴优才支持计划"项目

2024

四川环境
四川省环境保护科学研究院 四川省环境科学学会

四川环境

CSTPCD
影响因子:0.444
ISSN:1001-3644
年,卷(期):2024.43(1)
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