Different Sludge Load and Operation Conditions an/OSBRphosphorus Removal Process

Author:

Tian Xiao Yan1,Zhang Wei1

Affiliation:

1. Jilin Architectural and civil Engineering Changchun

Abstract

Based on OSBR discusses different An/water way, different operation condition and different sludge load conditions An/OSBR biological phosphorus removal system effect. Will fill the total phosphorus concentration constant for 10 + 0.5 mg/L, to compare the anaerobic section and outlet TP at the end of concentration. Results show that:①fill aeration compared HeJinShui not aeration, fill not aeration, aerobic rate high, NO-X-Ndecrease, biological dephosphorization effect; ② in different condition operational modes anaerobic and aeration time for 1/4 than than 2/3 cases, biological dephosphorization effect; ③ two temperatures with the COD load of sludge was rised from the enfflect to reduce the concentration of TP, when the sludge COD load≥ 0.46mgCOD/mgMLSS • d, the enfflect TP concentration was lower than 1mg / L; ④ in reaction temperature of 25 °C and 15 °C , the amount of anaerobic releasing paragraph and COD load of sludge are very good correlation, linear relationship between the two were: y = 0.72 +71.91 x ( 25 °C), y = 2.81 +73.33 x (15 °C);

Publisher

Trans Tech Publications, Ltd.

Reference11 articles.

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2. Rong Hong-hei, Peng Yong-zhen. Study on Effect of Aeration Rate on Biological Phosphorus Removal in Sequencing Batch Biofilm Reactor[J]. China water & wsterwater, 2008, 24(5): 72-76.

3. Han Guang-xiu, Yuan Lin-jiang. Phosphorus removal without anaerobic realease in a biological nitrogen removal system. Acta Scientiae Circumstantiae, 2008, 28(9): 1800-1806.

4. Peng Yong-zhen,Wang Xiao Lian,Li Bai Kun. Anoxic biological phosphorus uptake and the effect of excessive aeration on biological phosphorus removal in the A2O process[J]. Desalination,2006,189:155~164.

5. Mulkerrins D., Dobson A. D. W. and Colleran E. Parameters affecting biological phosphate removal from wastewater[J]. Encvirnment International. 2004, 30: 249-259.

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