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尿素工艺冷凝液回收合理流程 被引量:3
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作者 朱羽中 钱效南 庹春梅 《大氮肥》 CAS 2004年第4期268-270,共3页
尿素工艺冷凝液在回收过程中由于电导率高、与生水混合,易形成胶状物,导致生水过滤器频繁反洗、浮动床压差增加等故障。为查明形成胶状物的原因,解决回收过程中的问题,采用实验室模拟现场运行状况和工业小试相结合的办法,找出胶状物形... 尿素工艺冷凝液在回收过程中由于电导率高、与生水混合,易形成胶状物,导致生水过滤器频繁反洗、浮动床压差增加等故障。为查明形成胶状物的原因,解决回收过程中的问题,采用实验室模拟现场运行状况和工业小试相结合的办法,找出胶状物形成的原因,确定合理回收流程,并运用在工业实践中,对同类型大化肥企业尿素工艺冷凝液回收具有借鉴意义。 展开更多
关键词 尿素工艺冷凝液 回收 生水过滤器 浮动床 胶状物 谢尔渣油 气化 斯那姆氨 原因分析 废水处理
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Treatment performance of integrated biological aerated filter by orthogonal experiments 被引量:1
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作者 段秀举 刘亚丽 《Journal of Chongqing University》 CAS 2011年第4期153-158,共6页
Biological aerated filters have many advantages such as small volume and high treatment efficiency. This research focused on sewage treatment performance of integrated biological aerated filter (IBAF) under different ... Biological aerated filters have many advantages such as small volume and high treatment efficiency. This research focused on sewage treatment performance of integrated biological aerated filter (IBAF) under different conditions such as aeration, hydraulic retention time and the height of fillers layer, to identify the turn of marked affecting factor of removal performance through orthogonal experiments, optimize the function parameter of IBAF, reveal the regularity of sewage treatment of IBAF under different conditions, and adopt suitable measures to guarantee excess water quality of IBAF. 展开更多
关键词 integrated biological aerated filter sewage treatment removal efficiency orthogonal experiment
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Biomass and microbial activity in a biofilter during backwashing
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作者 白宇 张杰 +2 位作者 李一凡 郜玉楠 李泳 《Journal of Zhejiang University-Science B(Biomedicine & Biotechnology)》 SCIE EI CAS CSCD 2005年第5期427-432,共6页
Biomass and microbial activity in backwashing processes of a biofilter for tertiary treatment were investigated. The microbial groups revealed new distribution along the biofilter depth after low flow rate backwashing... Biomass and microbial activity in backwashing processes of a biofilter for tertiary treatment were investigated. The microbial groups revealed new distribution along the biofilter depth after low flow rate backwashing for a short time. Then the start-up process was accelerated by backwashing. The biomass profile and microbial activity profile both varying with depth before and after backwashing, can be mathematically described by quadratic equations. Using the profiles, the difference of oxygen demand can be calculated to determine the airflow rate during backwashing. Combined with the difference between biofilters and rapid gravity filters, analysis of biomass and microbial activity can determine more accurately the required airflow rate during backwashing. 展开更多
关键词 BIOFILTER BACKWASHING BIOMASS Microbial activity Oxygen demand
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Removing Iron and Manganese Simultaneously from Ground Water Using One-stage Biological Filter
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作者 薛罡 高品 龚清杰 《Journal of Donghua University(English Edition)》 EI CAS 2009年第3期247-251,共5页
A novel process for removing iron and manganese simultaneously in ground water,which consisted of simple aeration and one-stage filtration,was developed in this research. It was found that the biological process had m... A novel process for removing iron and manganese simultaneously in ground water,which consisted of simple aeration and one-stage filtration,was developed in this research. It was found that the biological process had much higher manganese removal efficiency than chemical contact oxidation process. At the same time,the optimal operation parameters of aeration and biological filtration such as DO concentration and pH after aeration,filtration rate before and after startup,filtration operation cycle and backwashing rate,etc.,were also obtained by experiments. By analyzing water quality in different positions of filter bed,it was found that the oxidation of Fe2+ in biological filter bed adapted to first-order reaction,whereas the oxidation of Mn2+ conformed to zero-order reaction,which could be explained by Michaelis-Menten enzyme reaction equation when substrate concentration was far more than bacteria amount. 展开更多
关键词 ground zoater biological filter iron removal manganese removal operational parameter KINETICS
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Effects of main factors on remedying northern landscaping water by hybrid ecological filter
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作者 刘书宇 马放 +3 位作者 吴明红 刘一龙 张杰 郭静波 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2009年第5期623-627,共5页
Natural zeolite and coal cinder were layered as main packing medium of the ecological filter instead of traditional filling to remedy the static lake water in Northern China.The ecological filter was running in a comb... Natural zeolite and coal cinder were layered as main packing medium of the ecological filter instead of traditional filling to remedy the static lake water in Northern China.The ecological filter was running in a combined upward and downward flow mode.Dynamic experiments were carried out to study the effects of retention time and ambient temperature on pollutants' removal efficiency of the hybrid ecological filter.The function of plant was also studied by contrast test.It is showed that the removal efficiencies of NH4+-N and TP are increased when the retention time is changed from 1 h to 2 h and 4 h,but the removal efficiency of TN is decreased,the removal efficiency of NH4+-N is increased from 91.5% to 98% and that of TP is increased from 31.8% to 52.5%.When the temperature declines,the temporal removal efficiency of NH4+-N is reduced,but the removal efficiency of 24 h and 48 h is remained.The removal efficiency of TP after 24 h and 48 h is decreased when the temperature declines evidently.The retention time plays an important role in NH4+-N and TP removal,and the ambient temperature is significant for TP removal.The plant favors for TP and organic matter removal but has little effect on TN removal. 展开更多
关键词 ZEOLITE hybrid ecological filter landscaping water TEMPERATURE retention time
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