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作 者:张艳辉[1] 李冬[1] 梁瑜海[1] 关宏伟[1] 赵世勋 张杰[1,2]
机构地区:[1]北京工业大学水质科学与水环境恢复工程北京市重点实验室,北京100124 [2]哈尔滨工业大学城市水资源与水环境国家重点实验室,黑龙江哈尔滨150090
出 处:《中国环境科学》2016年第6期1724-1731,共8页China Environmental Science
基 金:北京市青年拔尖团队项目
摘 要:为研究不同缺氧好氧比对半亚硝化稳定性的影响,采用连续流反应器,在常温(22~25℃),DO(0.3~0.5mg/L)和FA协同作用下实现了全亚硝化后,转变进水为AO除磷二级出水,并逐步向半亚硝化过渡.在此过程中考察了不同缺氧好氧比(0:1、1:1、2:1和3:1)对半亚硝化稳定性的影响.结果表明,缺氧好氧比为0:1时,很难维持低NH_4^+-N(40~70mg/L)亚硝化的稳定,缺氧好氧比为1:1、2:1、3:1时均能维持稳定的半亚硝化效果,相比之下缺氧好氧比为3:1时更加节能;在缺氧好氧比0:1,1:1,2:1,和3:1的过程中,氨利用速率分别提高了29.57%、44.27%、45.23%、49.63%.在整个过程中污泥沉降性能良好,SVI在65~130m L/g.In order to investigate different anoxic/aerobic ratio on stability of partial nitritation(PN), continuous flow reactor was used at room temperature(22~25℃). After complete nitritation(CN) was achieved through controlling FA and DO(0.3~0.5mg/L), the effluent of Anaerobic/Oxic(A/O) process removing phosphorous wastewater was used as influent to CN. Then, CN turned to PN gradually. The influence of different anoxic/aerobic volume ratios(0:1,1:1,2:1,3:1) on stability of PN was investigated. It demonstrated that PN was difficult to mantain when treating domestic sewage containing low ammonia nitrogen(40~70mg/L) at the ratio of 0:1.However, stable PN could be maintained when the ratios were 1:1, 2:1 and 3:1. The ratio of 3:1 was more efficient than the others. In the process of 0:1, 1:1, 2:1 and 3:1, ammonia utilization rate increased by 29.57%、44.27%、45.23%、49.63%, respectively. During the whole operating period, the settleability of sludge was good with volume Index(SVI) being 65~130m L/g.
分 类 号:X703.5[环境科学与工程—环境工程]
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