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苯酚生物降解动力学极限浓度的测定 被引量:4
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作者 周军 赵庆祥 +1 位作者 孙贤波 徐美燕 《华东理工大学学报(自然科学版)》 CAS CSCD 北大核心 2002年第5期515-519,共5页
从动力学和热力学角度研究表明 ,有机物的生物降解存在极限浓度 ( Smin)。本文以苯酚为目标有机物 ,利用经过驯化的活性污泥 ,通过测定动力学参数 Ks,μmax,qmax,Y等 ,计算了其生物降解动力学极限浓度为 0 .0 2 2 mg/L,并通过间歇试验... 从动力学和热力学角度研究表明 ,有机物的生物降解存在极限浓度 ( Smin)。本文以苯酚为目标有机物 ,利用经过驯化的活性污泥 ,通过测定动力学参数 Ks,μmax,qmax,Y等 ,计算了其生物降解动力学极限浓度为 0 .0 2 2 mg/L,并通过间歇试验进行了验证。 展开更多
关键词 有机污染 间歇试验 活性污染泥 污水处理 苯酚 生物降解动力学 极限浓度
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乙醛废水深度处理的试验研究 被引量:6
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作者 陈立波 柏承志 +1 位作者 苏宏 闫广平 《给水排水》 CSCD 北大核心 2000年第2期46-48,共3页
加压活性污泥 混凝澄清工艺处理高浓度的乙醛废水 ,具有容积负荷率高 ,降解速度快 ,出水水质好等优点 ;二级处理进水CODCr为 2 75 0~ 35 0 0mg/L ,操作压力为 0 2MPa时 ,出水CODCr≤ 30 0mg/L ,容积负荷率为 2 0~ 2 3kgCODCr/ (m3&... 加压活性污泥 混凝澄清工艺处理高浓度的乙醛废水 ,具有容积负荷率高 ,降解速度快 ,出水水质好等优点 ;二级处理进水CODCr为 2 75 0~ 35 0 0mg/L ,操作压力为 0 2MPa时 ,出水CODCr≤ 30 0mg/L ,容积负荷率为 2 0~ 2 3kgCODCr/ (m3·d) ,CODCr去除率为 90 %~ 95 % ,深度处理出水CODCr<75mg/L ,SS <10mg/L 。 展开更多
关键词 加压活性污染泥 混凝沉淀工艺 乙醛废水
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Kinetics of aerobically activated sludge on terylene artificial silk printing and dyeing wastewater treatment 被引量:3
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作者 官宝红 吴忠标 徐根良 《Journal of Zhejiang University Science》 EI CSCD 2004年第4期441-449,共9页
Aerobically activated sludge processing was carried out to treat terylene artificial silk printing and dyeing wastewater (TPD wastewater) in a lab-scale experiment, focusing on the kinetics of the COD removal. The kin... Aerobically activated sludge processing was carried out to treat terylene artificial silk printing and dyeing wastewater (TPD wastewater) in a lab-scale experiment, focusing on the kinetics of the COD removal. The kinetics pa-rameters determined from experiment were applied to evaluate the biological treatability of wastewater. Experiments showed that COD removal could be divided into two stages, in which the ratio BOD/COD (B/C) was the key factor for stage division. At the rapid-removal stage with B/C>0.1, COD removal could be described by a zero order reaction. At the mod-erate-removal stage with B/C<0.1, COD removal could be described by a first order reaction. Then Monod equation was introduced to indicate COD removal. The reaction rate constant (K) and half saturation constant (KS) were 0.0208-0.0642 L/(gMLSS)h and 0.44-0.59 (gCOD)/L respectively at 20 C-35 C. Activation energy (Ea) was 6.05104 J/mol. By comparison of kinetic parameters, the biological treatability of TPD wastewater was superior to that of traditional textile wastewater. But COD removal from TPD-wastewater was much more difficult than that from domestic and industrial wastewater, such as papermaking, beer, phenol wastewater, etc. The expected effluent quality strongly related to un-biodegradable COD and kinetics rather than total COD. The results provide useful basis for further scaling up and efficient operation of TPD wastewater treatment. 展开更多
关键词 Process kinetics Aerobically activated sludge COD (chemical oxygen demand) Biological treatability Prin- ting and dyeing wastewater
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Research on Dynamics Design for Active Sludge System 被引量:12
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作者 张雁秋 许翱天 +1 位作者 李若谷 丁毅 《Journal of China University of Mining and Technology》 2002年第2期148-151,共4页
In order to describe the relationship between dynamic process and sludge removing load in active sludge system, a new method for designing the volume of aeration tanks was put forward based on the Michaelis and Menten... In order to describe the relationship between dynamic process and sludge removing load in active sludge system, a new method for designing the volume of aeration tanks was put forward based on the Michaelis and Menten equation. the influence of sludge returning was considered in the design. The result shows that the parameter of sludge reflux ratio plays a very important role in the design of active sludge system. In some given conditions,there exists an optimum reflux ratio which can make the volume of aeration tank be the minimum. 展开更多
关键词 michaelis menten equation optimum reflux ratio dynamic load DESIGN
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Adsorption of acid and basic dyes by sludge-based activated carbon:Isotherm and kinetic studies 被引量:3
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作者 李鑫 王广智 +2 位作者 李伟光 王萍 宿程远 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第1期103-113,共11页
A batch experiment was conducted to investigate the adsorption of an acid dye(Acid Orange 51) and a basic dye(Safranine) from aqueous solutions by the sludge-based activated carbon(SBAC). The results show that the ads... A batch experiment was conducted to investigate the adsorption of an acid dye(Acid Orange 51) and a basic dye(Safranine) from aqueous solutions by the sludge-based activated carbon(SBAC). The results show that the adsorption of Acid Orange 51 decreases at high p H values, whereas the uptake of Safranine is higher in neutral and alkaline solutions than that in acidic conditions. The adsorption time needed for Safranine to reach equilibrium is shorter than that for Acid Orange 51. The uptakes of the dyes both increase with temperature increasing, indicating that the adsorption process of the dyes onto SBAC is endothermic. The equilibrium data of the dyes are both best represented by the Redlich-Peterson model. At 25 °C, the maximum adsorption capacities of SBAC for Acid Orange 51 and Safranine are 248.70 mg/g and 525.84 mg/g, respectively. The Elovich model is found to best describe the adsorption process of both dyes, indicating that the rate-limiting step involves the chemisorption. It can be concluded that SBAC is a promising material for the removal of Acid Orange 51 and Safranine from aqueous solutions. 展开更多
关键词 sludge-based activated carbon Acid Orange 51 Safranine adsorption isotherms kinetics
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The Comparison of Amaranth Decolorization Ability for Two Types of Biological Consortia
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作者 Yovana Todorova Mihaela Kirilova Raycho Dimkov Yana Topalova 《Journal of Life Sciences》 2012年第5期550-556,共7页
The two types of biological consortia--real activated sludge and laboratory adapted consortium were immobilized in polyethylene oxide cryogels. Their potential to decolorize the anionic azo dye amaranth in sequencing ... The two types of biological consortia--real activated sludge and laboratory adapted consortium were immobilized in polyethylene oxide cryogels. Their potential to decolorize the anionic azo dye amaranth in sequencing batch biofilters was studied. At a growing concentration of azo dye (20 mg·L^-1, 25 mg·L^-1, 30 mg·L^-1) the biofilters had a mean feeding rate of 30.32 ± 25.78 mL^-1·h^-1 and 13.76 :t: 8.33 mL^-1·h^-1, respectively for immobilized adapted consortia (AC) and activated sludge (AS). The AC-biofilter reached an overall decolorization rate of 0.211 ± 0.14 mg dye.mLLh1 and a decolorization effectiveness of 60.28 :t: 32.42%. In contrast, the mean values for overall decolorization rate and effectiveness in AS-biofilter were 0.249 ± 0.16 mg dye.mL^-1·h^-1 and 82.48± 14.41%. The system with immobilized activated sludge had more stable process dynamics and higher tolerance to shock azo dye loading in the first stage of the process. The immobilized adapted consortium presented a good ability to adequate response at higher azo dye concentrations and loading. 展开更多
关键词 DECOLORIZATION biofilms activated sludge and adapted consortium AMARANTH textile wastewater.
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