下载后可任意编辑市制药废水处理工艺初步设计1下载后可任意编辑中文摘要本设计对 3500m3/d 的某市制药废水的处理工艺进行初步设计。该市制药废水主要分为药物提取废水和其它废水, 具有一般制药废水的特点, 其成分复杂、 有机物含量高、 色度深和含盐量高, 特别是生化性很差, 且间歇排放, 属难处理的工业废水。设计采纳”气浮－UMAR－CASS”工艺对制药废水进行处理。废水水质最高 CODCr: 8000mg/L、 最高 BOD5: 3500mg/L、 最高 SS: 125 mg/L。制药废水经本工艺处理后, 满足《污水综合排放标准》( GB8978-1996) 一级标准。关键词: 制药废水 气浮 UMAR CASS 2下载后可任意编辑THE TREATMENT PROCESS PRELIMINARY DESIGN FOR PHARMACEUTICAL WASTEWATER ABSTRACTTreatment process of the design of 3500m3/d in pharmaceutical wastewater preliminary design. The pharmaceutical wastewater consists of extraction wastewater and other wastewater has the characteristics of general medicine, pharmaceutical wastewater, its complex composition, high organic content, color depth and high salt content, especially biochemistry is very poor, and intermittent discharge, belongs to the industrial wastewater treatment. The design of the "air － UMAR － CASS" process to treat 3下载后可任意编辑pharmaceutical wastewater. The water quality the highest CODCr:8000mg/L, BOD5:3500mg/L SS:125 mg/L, the highest peak. Pharmaceutical wastewater by the process, "Integrated wastewater discharge standard" (GB8978-1996)standard .Keywords: pharmaceutical waste water ; flotation; UMAR ; CASS4下载后可任意编辑 目录第一章 设计背景......................................11.1 设计题目......................................11.2 设计水质水量..................................11.3 排放标准......................................11.4 设计原则......................................21.5 设计依据......................................21.6 设计范围......................................3第二章 处理工艺方案选择.................................
