评价C/N组合、DO设定点和HRT对部分硝化厌氧氨氧化处理禽畜废弃物合成消化废水一期反应器脱氮率的影响

IF 1.2 4区 农林科学 Q3 AGRICULTURAL ENGINEERING Journal of the ASABE Pub Date : 2023-01-01 DOI:10.13031/ja.15019
Yiting Xiao, Yuanhang Zhan, Jun Zhu, M. Vanotti
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引用次数: 0

摘要

开发并评价了单级反应器PN/A工艺。室温条件下,PN/A工艺处理含鸡粪合成废水TN去除率最高,达到87.3%。对污水成熟污泥群落的细菌组成进行了研究。调整参数控制AOB和NOB的生长。摘要厌氧氨氧化是一种越来越普遍的工艺,用于处理城市污水,甚至主流废水由于其低需氧量。然而,厌氧氨氧化通常不用于处理家禽粪便,因为它的高有机含量,这将抑制厌氧氨氧化过程。采用序批式生物膜反应器(SBBR)开发了一段部分硝化-厌氧氨氧化(PN/A)工艺,并对其去除家禽窝产仔合成消化物中总氮(TN)含量进行了评价。采用中心复合设计(CCD)和响应面法(RSM)对碳氮比(C/N)分别为1、2和3,溶解氧浓度(DO, mg/L)分别为0.2、0.35和0.5,水力停留时间(HRT, h)分别为24、48和72进行考察,以优化TN去除率。结果表明,当C/N、DO和HRT分别为1、0.5 mg/L和72 h时,一期PN/A工艺的TN去除率为87.3%,NH4+-N去除率为100%。建立的二次回归模型(p = 0.0018)很好地拟合了SBBR的脱氮效率。不确定度分析表明,该模型在DO、C/N和HRT测试范围内的精度误差范围为0.12% ~ 0.96%。菌群分析表明,对氨氧化菌(AOB)和亚硝酸盐氧化菌(NOB)的生长进行了控制。关键词:厌氧氨氧化,Comammox,硝化螺旋菌,部分硝化,禽畜垃圾废水
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Evaluation of the Combined C/N ratio, DO Set Point, and HRT Influence on Nitrogen Removal Rate in One-Stage Reactor Through Partial Nitrification Anammox Process During Treatment of Synthetic Digestate of Poultry Litter Wastewater
Highlights A one-stage reactor PN/A process was developed and evaluated. The highest TN removal rate was 87.3% for the PN/A process to treat synthetic wastewater containing poultry litter at room temperature. Bacterial composition of mature sludge community of wastewater was investigated in this study. Adjusted parameters controlled the growth of AOB and NOB. Abstract. Anammox is an increasingly common process used for the treatment of municipally rejected water and even mainstream wastewater due to its low oxygen demand. However, anammox is not commonly utilized in the treatment of poultry litter because of its high organic content, which would inhibit the anammox process. One-stage partial nitrification and anammox (PN/A) process was developed and evaluated for removing total nitrogen (TN) content from synthetic digestate of poultry litter using a sequencing batch biofilm reactor (SBBR). Independent variables including carbon to nitrogen ratio (C/N) at 1, 2, and 3, dissolved oxygen level (DO, mg/L) at 0.2, 0.35, and 0.5, and hydraulic retention time (HRT, h) at 24, 48, and 72 were examined using Central Composite Design (CCD) coupled with Response Surface Methodology (RSM) to optimize the TN removal rate. Results showed that the one-stage PN/A process achieved an optimal TN removal rate of 87.3% and an optimal NH4+-N removal rate of 100% when C/N, DO, and HRT were 1, 0.5 mg/L, and 72 h, respectively. The quadratic regression model developed (p = 0.0018) perfectly fitted the nitrogen removal efficiency of the SBBR. The uncertainty analysis showed an error range of 0.12% to 0.96% for the model's accuracy within the DO, C/N ratio, and HRT ranges tested. The bacterial consortium analysis suggested that the control of the growth of ammonium oxidizing bacteria (AOB) and nitrite-oxidizing bacteria (NOB) was achieved. Keywords: Anammox, Comammox, Nitrospira, Partial nitrification, Poultry litter wastewater.
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