摘要
采用两段曝气生物滤池进行了生活污水的试验研究。A段反应器进水负荷分别控制在9.17、15.59和22.01m^3/(m^2·d),气水体积比为6:1;B段反应器气水体积比控制在2:1,温度在18~20℃.经过近3个月的试验运行,结果表明:在稳态运行条件下,该系统出水稳定优质psCOD〈30mg/L,pNH3-N〈4.0mg/L,pSS〈10mg/L。无色无味透明),做进一步的消毒处理后可作生活杂用水.而在负荷变化及实施反冲洗等非稳态条件下。系统出水的sCOD、氨氮、TN和TP出水质量浓度仍保持较低值.试验表明。要维持两段BAF系统持续稳定运行.预处理、适当的反冲洗强度和良好的启动条件是必要的.
Two-stage biological aerated filter was used for domestic wastewater treatment. The hydraulic loading rate of A-stage limited to 9.17 m3/(m^2·d), 15.59 m^3/(m^2·d) and 22.01 m^3/(m^2·d) respectively and the ratio of air to water was 6 to 1, while the mtio of air to water was 2 to I at B-stage, and temperature was kept in the range of 18-20℃ throughout the experiment. After 3-month operation, the rosult shows that stable and advanced effluent with the results of sCOD( 30 mg/L, NH3-N( 4.0 mg/L, SS( 10 mg/L at steady state has been abtained, and the chlorinated effluent well meets the quality standards of water reused for toilet flushing, street flushing, fire fighting and urban greening; Meanwhile, the sCOD, ammonium, total nitrogen and total phosphorous of the effluant also has been kept at lower level under the condition of non-steady state such as loading rate adjustment or backwashing. Moreover, it is to maintain a stable operation of the BAF system, pre-treatment, suitable backwashing rate and good start-up conditions are quite necessary.
出处
《北京工业大学学报》
EI
CAS
CSCD
北大核心
2006年第12期1071-1076,共6页
Journal of Beijing University of Technology
基金
国家自然科学基金资助(50678008)
北京市自然科学基金资助(8052005)
北京市科技新星计划项目资助(9558100800)