摘要
通过水处理中活性炭床滤速试验,验证了吸附水中有机物活性炭床流速不应大于10m/h,吸附水中余氯的活性炭床流速可小于20m/h.与现行的DL/T5068—1996火力发电厂化学设计技术规程的规定相符合.
Filter speed experiments of activited carbon bed in water treatment show that the flow speed of activited carbon of organic matter in absorbed water should be less than 10m/h, and that of residual chlonine in absorbed water should be less than 20m/h. It accords with the existing formula of electric power plant's chemistry design technique order DL/T 5068-1996.
出处
《上海电力学院学报》
CAS
2000年第1期71-74,共4页
Journal of Shanghai University of Electric Power
关键词
水处理
滤速
活性炭床
试验
火力发电厂
water treatment
activited carbon
absorption
filter speed