广东化工
廣東化工
엄동화공
GUANGDONG CHEMICAL INDUSTRY
2012年
18期
169-171
,共3页
盐酸金刚烷胺废水%工艺参数%设计实例
鹽痠金剛烷胺廢水%工藝參數%設計實例
염산금강완알폐수%공예삼수%설계실례
amantadine hydrochloride wastewater%parameters%engineering design
采用“隔油-中和沉淀-组合兼氧-A／O-二沉”工艺处理盐酸金刚烷胺废水，介绍了处理构筑物及相关工艺设计参数。该工艺运行结果表明，在系统进水CODCr：3500~6500mg／L、NH3-N：65~152mg／L的情况下处理小水CODCr，能稳定在450mg／L以下，NH3-N稳定在35mg／L以下，出水水质能稳定达到污水厂纳管要求。
採用“隔油-中和沉澱-組閤兼氧-A／O-二沉”工藝處理鹽痠金剛烷胺廢水，介紹瞭處理構築物及相關工藝設計參數。該工藝運行結果錶明，在繫統進水CODCr：3500~6500mg／L、NH3-N：65~152mg／L的情況下處理小水CODCr，能穩定在450mg／L以下，NH3-N穩定在35mg／L以下，齣水水質能穩定達到汙水廠納管要求。
채용“격유-중화침정-조합겸양-A／O-이침”공예처리염산금강완알폐수，개소료처리구축물급상관공예설계삼수。해공예운행결과표명，재계통진수CODCr：3500~6500mg／L、NH3-N：65~152mg／L적정황하처리소수CODCr，능은정재450mg／L이하，NH3-N은정재35mg／L이하，출수수질능은정체도오수엄납관요구。
The paper presented the processing parameters of structure and technological design by using the oil separation - neutralization precipitation - combination facu|tative reaction - A/O-secondary sedimentation processing amantadine hydrochloride wastewater. It was shown that under the influent conditions of CODer: 3500-6500mg/L, NH3-N: 65-152 mg/L, CODer and NH3-N of the effluent were 450 mg/L and 35 mg/L respectively. The effluent water was conformed to the stable sewage plant influent quality.
