为了优化污水脱氮除磷系统的运行,基于试验结果和物料平衡分析,以系统脱氮除磷性能和缺氧吸磷性能为评价依据,考察主缺氧段氧化还原电位(ORPm)作为连续流单污泥脱氮除磷系统运行调控参数的可行性,并揭示其与氮、磷物质转化规律的关系,确定最佳ORPm设定值.试验期间,以硝化液内循环流量为被控变量,采用PLC自动控制系统调控ORPm,其它运行参数保持不变.试验分为6个阶段,各阶段控制系统ORPm设定值分别为-143、-123、-105、-95、-72以及-57 m V.结果表明,不同ORPm设定值条件下,出水氨氮浓度变化较小,但TN、TP浓度变化较明显,当ORPm设定值为-95 m V时,连续流单污泥脱氮除磷系统具有最佳的氮磷去除性能.物料平衡分析结果表明,当ORPm设定值由-143 m V增加至-57 m V时:1主缺氧段硝酸盐氮反应量分别为214.40、235.16、241.16、244.02、240.90以及233.65 mg·h-1;该段内TN转化量分别为244.92、255.85、328.04、347.45、336.42以及320.60 mg·h-1,硝酸盐氮和TN反应量均在ORPm设定值为-95 m V时达到峰值.2厌氧段释磷量分别为-214.12、-228.64、-259.26、-264.54、-256.92和-252.84 mg·h-1,系统总吸磷量分别为252.15、275.85、332.25、338.10、336.15和324.30 mg·h-1,其中主缺氧段吸磷量分别为30.27、62.14、124.58、154.41、150.41和138.30 mg·h-1,吸磷量在ORPm设定值为-95 m V时达到峰值.结果表明,ORPm值可作为连续流单污泥脱氮除磷系统运行调控参数.
The effects of nitrate concentration on the capability of phosphorus uptake in the main anoxic stage were investigated.Meanwhile, the biomass fractions — heterotrophs, phosphateaccumulating organisms( PAOs),and nitrifying organisms in a pilot-scale enhanced biological phosphorus removal( EBPR) system— were both experimentally and theoretically evaluated( from the mass balance calculations of organic matter, nitrogen and phosphorus),under optimum nitrate concentration in the main anoxic stage,in which the influent chemical oxygen demand( COD)concentration was stabilized at( 290 ± 10) mg·L- 1and the influent total phosphorus( TP) concentration was stabilized at( 7. 0 ± 0. 5)mg · L- 1. In long term operations,the process exhibited high performance in removing organic matter, nitrogen, and phosphorus. Approximately 46. 41% of organic matter,57. 21% of nitrogen,and 48. 14% of phosphorus were removed from the influent in the form of carbon dioxide,nitrogen gas,and polyphosphate,respectively. XH( heterotrophs),XPAO( PAOs),and XAUT( autotrophs) were regarded as the major organisms responsible for biomass production. The yield fractions of XHgrowth in the first anoxic,the second anoxic,and the aerobic stages were 10. 24%,19. 11%,and 19. 71%,respectively; the yield fractions of XPAO growth in the second anoxic and the aerobic stages were 24. 34% and19. 86%,respectively; the yield fraction of XAUTgrowth in the aerobic stage was 6. 74%. These results showed that XHand XPAOformed the major community. Moreover,a higher amount of XPAOgrowth on stored poly-hydroxyalkanoates( PHAs) under the anoxic condition was seen in this EBPR system for municipal wastewater treatment.
