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好氧矿化垃圾生物反应床处理垃圾渗滤液的水力负荷研究 被引量:2

Study on the Hydraulic Load of Leachate Aerobic Treatment by Aged-refuse-based Bioreactor
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摘要 为研究好氧矿化垃圾床处理垃圾渗滤液较优水力负荷,采用有机负荷为0.106 g/(kg·d)、氨氮负荷为0.010g/(kg·d)的垃圾渗滤液,研究4个水力负荷0.012,0.024,0.036,0.048 L/(kg·d)下出水水质。结果表明:好氧矿化垃圾处理垃圾渗滤液的较优水力负荷为0.024 L/(kg·d),在该水力负荷下,COD、氨氮、总氮去除率分别为96.46%,99.41%,90.49%,出水p H值趋于中性;氨氮与COD耐受负荷分别为0.058和0.408 g/(kg·d)。 In order to optimize the hydraulic load of leachate that was treated aerobically by aged-refuse-based bioreactor, the experiments were designed to analyze the effluent water quality with 4 different hydraulic load and fixed the organic load of injection as 0.106 g/kg and ammonia nitrogen load as 0.010 g/(kg·d). The effluent water quality in 4 different hydraulic load which were:0.012,0.024,0.036,0.048L/(kg·d). The results showed that the optimum hydraulic load was 0.024 L/(kg·d), and under this hydraulic load, removal efficiency of COD, ammonia nitrogen, total nitrogen were 96.46%, 99.41%, 90.49%respectively. The pH tended to about neutral. Ammonia nitrogen and COD resistance load respectively were 0.058, 0.408 g/(kg·d)respectively.
出处 《环境科技》 2016年第4期15-19,共5页 Environmental Science and Technology
基金 国家自然科学基金(21307099) 四川省科技支撑计划(2015NZ0097) 甘肃省科技支撑计划(1504FKA058)
关键词 好氧矿化垃圾生物反应床 垃圾渗滤液 水力负荷 Ged-refuse-based bioreactor Leachate Hydraulic load
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