首页> 外文会议>ASCE National Conference on Environmental and Pipeline Engineering Jul 23-26, 2000, Kansas City, Missouri >BENCH-SCALE STUDY OF BIOLOGICAL PHOSPHORUS REMOVAL FROM MUNICIPAL WASTEWATER
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BENCH-SCALE STUDY OF BIOLOGICAL PHOSPHORUS REMOVAL FROM MUNICIPAL WASTEWATER

机译:市政污水中生物除磷的基准规模研究

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A bench-scale study of biological phosphorus removal (BPR) from primary settled wastewater from the Brookings Municipal Wastewater Treatment Facility (BWWTF) was conducted. The study included a mainstream BPR process in two and three stages. The effect of additional soluble BOD on three-stage BPR process performance was also studied. From the influent total phosphorus concentration of 13.0 mg/L at the existing full-scale RBC-activated sludge facility, primary clarification removed 2.8 mg/L and secondary treatment units removed 5.6 mg/L of phosphorous. An overall phosphorus removal of 66% was observed at the BWWTF during this study period. Effluent soluble total phosphorus (STP) concentrations obtained in the two-stage laboratory BPR processes were above 3.7 mg/L as P and were found comparable to the conventional activated sludge process. The University of Cape Town (UCT) type BPR process resulted in effluent phosphorus concentrations as low as 2.3 mg/L as P. The effluent phosphorus concentrations from both the anaerobic-aerobic process and UCT-type process were not significantly affected by influent phosphorus concentrations. The process with enriched soluble BOD resulted in continuously lower effluent STP at increasing concentrations of sodium acetate. The UCT-type process with enriched soluble BOD resulted in effluent STP as low as 0.5 mg/L as P. For successful BPR operation, the amount of soluble BOD in the influent was found more significant than total BOD_5.
机译:对布鲁金斯市政废水处理设施(BWWTF)的初级沉降废水中的生物除磷(BPR)进行了基准规模研究。该研究包括两个和三个阶段的主流BPR过程。还研究了额外的可溶性BOD对三阶段BPR工艺性能的影响。从现有的全规模RBC活化污泥设施的进水总磷浓度为13.0 mg / L,一级澄清去除了2.8 mg / L,二级处理单元去除了5.6 mg / L的磷。在此研究期间,BWWTF的总磷去除率为66%。在两阶段实验室BPR工艺中获得的废水可溶性总磷(STP)浓度以P计为3.7 mg / L以上,与传统的活性污泥工艺相当。开普敦大学(UCT)型BPR工艺导致污水磷浓度低至P的2.3 mg / L。厌氧-好氧工艺和UCT型工艺的污水磷浓度均不受进水磷浓度的显着影响。在乙酸钠浓度增加的情况下,富含可溶BOD的工艺可连续降低废水STP。具有富集的可溶性BOD的UCT型工艺导致污水的STP低至P的0.5 mg / L。为成功进行BPR操作,发现流入水中的可溶性BOD量比总BOD_5更为重要。

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