混凝法处理丙烯腈-丁二烯-苯乙烯树脂废水

以聚合氯化铝铁为混凝剂、阴离子型聚丙烯酰胺为助凝剂,采用混凝法处理丙烯腈-丁二烯-苯乙烯树脂（ABS）废水（简称废水）,考察了聚合氯化铝铁加入量、沉降时间、搅拌转速、搅拌时间、废水pH和混凝温度对废水处理效果的影响。实验结果表明,在聚合氯化铝铁加入量50mg／L、阴离子型聚丙烯酰胺加入量2mg／L、废水pH6．0～8．0、快速搅拌1min、慢速搅拌6min、沉降时间25min、混凝温度20～25℃的条件下,废水的SS去除率达97％以上,COD去除率达77％以上。     

改性聚丙烯酰胺固定化苯酚降解菌的研究

利用自制的改性聚丙烯酰胺为载体包埋苯酚降解菌,考查了该载体对细胞性能的影响,比较了4种固定化方法--改性聚丙烯酰胺法、聚丙烯酰胺法、海藻酸钙法和聚乙烯醇-海藻酸钙法包埋微生物细胞的优劣.实验结果表明,单体丙烯酰胺经改性后制得的改性聚丙烯酰胺对微生物细胞活性无影响.以其为载体固定苯酚降解菌,其细胞相对活性比聚丙烯酰胺法高出了42.4%;比海藻酸钙法高出了16.4%;比聚乙烯醇.海藻酸钙法高出了44.3%,表明改性聚丙烯酰胺包埋细胞更有利于细胞的增殖和活性恢复.重复应用实验表明,改性聚丙烯酰胺法得到的细胞凝胶,机械强度好,有弹性,可多次重复利用.改性聚丙烯酰胺作为细胞固定化载体其优点是交联速度快、聚合放热温度低、在侧链发生交联反应、抗水解能力强、无毒、凝胶寿命长.     

长链季铵盐的絮凝性能

采用FTIR技术对自制的长链季铵盐絮凝剂环氧丙基十二烷基二甲基氯化铵进行了表征,研究了该絮凝剂对高岭土悬浊液的絮凝效果,考察了絮凝剂加入量、溶液pH和絮凝时间对絮凝率的影响;并与常用絮凝剂聚丙烯酰胺的絮凝效果进行了对比。表征结果显示,合成的目标产物为环氧丙基十二烷基二甲基氯化铵。实验结果表明：在絮凝剂加入量8 mg/L、溶液pH 9、絮凝时间50 min的条件下,絮凝率达到84.84%;在相同絮凝剂加入量的条件下,环氧丙基十二烷基二甲基氯化铵的絮凝效果优于聚丙烯酰胺。     

天然Na基膨润土吸附处理高浓度PAM废水的研究

研究了PAM在天然钠基膨润土上的吸附行为,将其应用于含高浓度PAM（100～200 mg/L）的生产废水处理。静态条件下,膨润土的吸附平衡时间为1.5 h,最有效的吸附材料投加量为100 mg/100 mL水样。实验证明,低温度变化范围和弱酸、弱碱条件对PAM的吸附行为不产生显著影响。在最佳吸附动力学条件下,以活性炭做参比,利用实验的结论对化工厂中PAM生产废水进行吸附处理,结果表明,在对PAM废水中对PAM的吸附量分别可达到30.1和22.4 mg/g,膨润土是性价比较高的吸附处理材料。     

Production and the application of anaerobic granular sludge produced by landfill

Sludge granulation is considered to be the most critical parameter governing successful operation of an upflow anaerobic sludge blanket and expanded granular sludge bed (EGSB) reactors. Pre-granulated seeding sludge could greatly reduce the required start-up time. Two lab-scale and a pilot-scale EGSB reactors were operated to treat Shaoxing Wastewater Treatment Plant containing wastewater from real engineering printing and dyeing with high pH and sulfate concentration. The microbiological structure and the particle size distribution in aerobic excess sludge, sanitary landfill sludge digested for one year, and the granular sludge of EGSB reactor after 400 d of operation were analyzed through scanning electron microscopy (SEM) and sieves. The lab-scale EGSB reactor seeded with anaerobic sludge after digestion for one year in landfill showed obviously better total chemical oxygen demand (TCOD) removal efficiency than one seeded with aerobic excess sludge after cation polyacrylamide flocculation-concentration and dehydration. The TCOD removed was 470.8 mg/L in pilot scale EGSB reactor at short hydraulic retention time of 15 h. SEM of sludge granules showed that the microbiological structure of the sludge from different sources showed some differences. SEM demonstrated that Methanobacterium sp. was present in the granules of pilot-scale EGSB and the granular sludge produced by landfill contained a mixture of anaerobic/anoxic organisms in abundance. The particle size distribution in EGSB demonstrated that using anaerobic granular sludge produced by sanitary landfill as the seeding granular sludge was feasible.