环境科技
環境科技
배경과기
Environmental Science and Technology
2015年
5期
33-37
,共5页
农村生活污水%跌水充氧接触氧化%人工湿地
農村生活汙水%跌水充氧接觸氧化%人工濕地
농촌생활오수%질수충양접촉양화%인공습지
Rural domestic sewage%Waterfall aeration contact oxidation%Constructed wetland technology
针对安徽省山地、丘陵地区农村生活污水水质波动大、N和P含量较高、运行管理难度较大等特点,通过试验寻求一种抗冲击负荷能力强、N和P去除效率高、自动化程度高、节能环保并适应安徽省皖西大别山、皖南丘陵山区气候环境的污水处理工艺. 通过采用跌水充氧接触氧化+人工湿地组合工艺处理安徽省山区某处农村生活污水,在确定工艺参数的基础上,对不同负荷下该工艺的处理效果进行试验研究,并对污染物去除效率进行分析. 研究表明,该工艺抗冲击负荷能力强,出水中各主要污染物指标能稳定达到GB 18918—2002《城镇污水处理厂污染物排放标准》一级A排放标准要求,对COD,BOD5,SS,NH3-N,TN和TP的平均去除率分别达到87.0%,94.8%,94.0%,87.7%,92.0%和87.6%. 同时,该工艺运行费用较低、自动化程度高、N和P去除效果稳定的特点,适应我国目前山地、丘陵地区农村生活污水处理现状.
針對安徽省山地、丘陵地區農村生活汙水水質波動大、N和P含量較高、運行管理難度較大等特點,通過試驗尋求一種抗遲擊負荷能力彊、N和P去除效率高、自動化程度高、節能環保併適應安徽省皖西大彆山、皖南丘陵山區氣候環境的汙水處理工藝. 通過採用跌水充氧接觸氧化+人工濕地組閤工藝處理安徽省山區某處農村生活汙水,在確定工藝參數的基礎上,對不同負荷下該工藝的處理效果進行試驗研究,併對汙染物去除效率進行分析. 研究錶明,該工藝抗遲擊負荷能力彊,齣水中各主要汙染物指標能穩定達到GB 18918—2002《城鎮汙水處理廠汙染物排放標準》一級A排放標準要求,對COD,BOD5,SS,NH3-N,TN和TP的平均去除率分彆達到87.0%,94.8%,94.0%,87.7%,92.0%和87.6%. 同時,該工藝運行費用較低、自動化程度高、N和P去除效果穩定的特點,適應我國目前山地、丘陵地區農村生活汙水處理現狀.
침대안휘성산지、구릉지구농촌생활오수수질파동대、N화P함량교고、운행관리난도교대등특점,통과시험심구일충항충격부하능력강、N화P거제효솔고、자동화정도고、절능배보병괄응안휘성환서대별산、환남구릉산구기후배경적오수처리공예. 통과채용질수충양접촉양화+인공습지조합공예처리안휘성산구모처농촌생활오수,재학정공예삼수적기출상,대불동부하하해공예적처리효과진행시험연구,병대오염물거제효솔진행분석. 연구표명,해공예항충격부하능력강,출수중각주요오염물지표능은정체도GB 18918—2002《성진오수처리엄오염물배방표준》일급A배방표준요구,대COD,BOD5,SS,NH3-N,TN화TP적평균거제솔분별체도87.0%,94.8%,94.0%,87.7%,92.0%화87.6%. 동시,해공예운행비용교저、자동화정도고、N화P거제효과은정적특점,괄응아국목전산지、구릉지구농촌생활오수처리현상.
According to the characteristics of rural domestic sewage of Anhui mountainous and hilly areas such as variation of water quality, high content of nitrogen and phosphorus, the difficulty of operation management, the treatment system was designed for treating rural domestic sewage by waterfall aeration contact oxidation combined with constructed wetland technology. To investigate the feasibility of the process of rural sewage treatment, the process parameters was determined and pollutant removal efficiency was analyzed. The average removal rate of COD,BOD5,SS,NH3-N,TN and TP were 87.0%,94.8%, 94.0%,87.7%,92.0%and87.6% respectively, which meet "Urban sewage treatment plant pollutant discharge standards" GB 18918—2002. Meanwhile, the cost of this process is low, and this process has a high degree of automation, high nitrogen and phosphorus removal efficiency, which was applicable to our current rural sewage treatment.