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组合式生物滤池处理生活污水试验研究
引用本文:黄利,王茂玉,胡树超,法林萃,秦赏. 组合式生物滤池处理生活污水试验研究[J]. 广州化工, 2014, 0(3): 91-94
作者姓名:黄利  王茂玉  胡树超  法林萃  秦赏
作者单位:中铁第一勘察设计院集团有限公司,甘肃兰州730000
摘    要:采用组合式生物滤池处理点源式污水,探讨了污染负荷对处理效果的影响,试验结果表明:有机物容积负荷在0.03~0.11 kg/m3·d之间,对COD和BOD的去除率分别在37%~66%和36%~76%,SS的去除率为61%~87%,且具有较强抗冲击负荷能力。

关 键 词:生物滤池  去除率  生活污水

Study on Domestic Wastewater Treatment by Combined Biological Filter
HUANG Li,WANG Mao - yu,HU Shu - chao,FA Lin - cui,QIN Shang. Study on Domestic Wastewater Treatment by Combined Biological Filter[J]. GuangZhou Chemical Industry and Technology, 2014, 0(3): 91-94
Authors:HUANG Li  WANG Mao - yu  HU Shu - chao  FA Lin - cui  QIN Shang
Affiliation:(China Railway First Survey and Design Institute Group Ltd. , Gansu Lanzhou 710000, China)
Abstract:With the treatment of point source sewage by combined biofilter, the effect of pollution load was discussed. It was indicated that when organic matter volume load was in 0. 03 -0. 11 kg/m3 ·d, COD and BOD removal rates were in 37% -66% and 36% -76%, SS removal rate was 61% -87%, with strong ability of resisting impact load.
Keywords:biological filter  rate of removal  domestic wastewater
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