Evaluation of reusing alum sludge for the coagulation of industrial wastewater containing mixed anionic surfactants

A coagulation-flocculation process is typically employed to treat the industrial wastewater generated by the consumer products industry manufacturing detergents, soaps, and others. The expenditure of chemicals including coagulants and chemicals for pH adjustment is costly for treating this wastewater. The objective of this study was to evaluate the feasibility of reusing the aluminum sulfate (alum) sludge as a coagulant or as a coagulation aid so that the fresh alum dosage can be minimized or the removal e ciency can be enhanced. The experiments were conducted in a jar-test apparatus simulating the coagulation-flocculation process for simultaneous removals of organic matters, anionic surfactants, suspended solids, and turbidity. At the optimum initial pH value of 10 and the fresh alum concentration of 400 mg/L, the total suspended solids (TSS), total chemical oxygen demand (TCOD), total anionic surfactants, and turbidity removal e ciencies were 71.5%, 76.4%, 95.4%, and 98.2%, respectively. The addition of alum sludge as a coagulant alone without any fresh alum addition could significantly remove the turbidity, TCOD, and anionic surfactants. The TSS was left in the supernatants after the settling period, but would subsequently be removed by adding the fresh alum. The TSS, TCOD, and turbidity removal e ciencies were also enhanced when both the alum sludge and the fresh alum were employed. The TCOD removal e ciency over 80% has been accomplished, which has never fulfilled by using the fresh alum alone. It is concluded that the alum sludge could be reused for the treatment of industrial wastewater generated by the consumer products industry.     

化学沉淀法处理线路板厂络合铜废水实验研究

为解决某线路板厂络合铜废水达标排放的问题,模拟该厂络合铜废水处理的工艺条件,采用硫酸亚铁和硫化钠相结合的化学沉淀法进行小试,通过正交实验确定最佳药剂投加量.结果表明,影响络合铜废水处理效果的各因素的重要性顺序依次为pH、PAM、FeSO4·7H2O、LIME、Na2S;处理500mL络合铜废水的最佳的操作条件是废水初始...     

一株产生物表面活性剂菌株的筛选

从被长期受石油污染的特定环境中取样,经富集培养和平板法筛选得到9株乳化性能较好的菌株.采用排油圈法对这9株菌进行表成活性测定,其中菌株SF-6表面活性最强,通过形态观察和部分生理生化试验初步鉴定该菌株为铜绿假单胞菌(Pseudomonas Aeruginosa),其所产生物表面活性物质初步鉴定为鼠李糖脂.     

产表面活性剂根际菌协同龙葵修复镉污染土壤

从某矿区重金属污染的土壤中分离筛选出一株能产生物表面活性剂的根际细菌LKS06,经生理生化特征及16S rDNA序列分析,将其鉴定为假单孢菌属(Pseudomonas sp.LKS06).生物学特性的测定表明,菌株LKS06对多种重金属有很高的耐受性,且具有分泌吲哚乙酸、产铁载体和ACC脱氨酶活性的能力,并对土壤重金属...     

土壤阴离子表面活性剂总量亚甲基蓝法研究

文章通过设计正交试验,针对提取的主要因素提取液配比、提取时间、提取温度和提取剂用量确定最优的前处理方法,建立与国标《水质阴离子表面活性剂亚甲基蓝分光光度法》(GB7494-87)对应的土壤阴离子表而活性剂(LAS)的亚甲基蓝分光光度法.土壤样品烘干后经20 mL乙醇水溶液(70％)提取,水浴恒温振荡仪45℃下振荡2h,...     

有关斜管沉淀池的上升流速讨论

文章从理论上了分析斜管沉淀池上升流速对沉淀池处理效果的影响,及原水特性与斜管沉淀池上升流速取值的关系。讨论分析斜管沉淀池设计时,应根据原水特性不同选择不同的斜管沉淀池上升流速。     

水力负荷对辐流式初沉池污染物去除效果的影响

以沉砂池出水为原水,在沉淀试验研究颗粒截留速度u0基础上,通过动态试验考察水力负荷对辐流式初沉池污染物去除效果的影响。研究结果表明无机悬浮固体(FSS)分离和总悬浮固体(TSS)高效去除的颗粒截留速度u0分别为0.025 m/min和0.05 m/min。由于泥层截留作用,水力负荷qA在46.3 m3/(m2.d)时,辐流式初沉池污染去除最高效,TSS、总氮(TN)和总磷(TP)去除率分别达到81%,23%,59%。     

亚甲蓝分光光度法测定水体阴离子表面活性剂方法的探讨

LAS是地表水和地下水水质的必测项目,国标（GB7494—87）方法操作复杂,要重复萃取四次后再洗涤,有机溶剂消耗量大,而且相当的耗时,本文通过同步实验对比与分析,得出：一次性加入20mL氯仿萃取加洗涤的方法其测定结果较好,而且极大地减轻了氯仿对分析人员身体的损害程度。测定结果有较好的精密度和准确度。本方法具有可观的经济性、安全性和可操作性。     

聚合氯化铁对浊度和腐殖酸的絮凝特性研究

采用聚合氯化铁(PFC)絮凝剂在不同pH条件下处理高岭土悬浮液和腐殖酸溶液, 测试了絮凝过程中的Zeta电位、浊度和腐殖酸的去除率变化.结果表明:pH=4时, PFC投加量最小, 剩余浊度最大,投加范围最窄;pH=7时次之;pH=10时由于Fe(Ⅲ)离子的正电荷减弱, 电中和能力不强, 而且同时产生Fe(OH)₃(s)的吸附作用使得剩余浊度最低, 投加范围最宽, 但投加量很大;在酸性条件下腐殖酸与Fe(Ⅲ)离子最容易发生络合反应;腐殖酸的存在并没有影响PFC的絮凝效果.     

乙草胺和丁草胺在土壤中的移动性

利用土壤薄层层析法研究乙草胺和丁草胺在土壤中的移动性以灌溉河水为展开剂,得到乙草胺和丁草胺在北京海淀壤土中的相对移动值Rf的平均值分别为0.121和0.031,在河北白洋淀砂壤土中的相对移动值R_f的平均值分别为0.147和0.032.采用不同的土壤试验,乙草胺的移动性存在一定的差异.说明乙草胺在土壤中的移动性与土壤的性质有关,特别是土壤有机质含量,土壤吸附性能越强,越不易移动.乙草胺属于移动性弱的农药品种,移动等级为Ⅱ级,丁草胺属于移动性很弱的农药品种,移动等级为I级乙草胺和丁草胺虽然同属于酰胺类除草剂,但是,由于它们的水溶解度的差异,它们在土壤中的移动性有较大的差别.以30mg·L^-1的阴离子表面活性剂十二烷基苯磺酸钠水溶液(DDBS)和阳离子表面活性剂十六烷基三甲基溴化铵(HDTMA)为展开剂,乙草胺在北京海淀壤土中的R_f的平均值分别为0.159和0.098.阴离子表面活性剂能够促进农药在土壤中的迁移,阳离子表面活性剂能够促进农药在土壤中的吸附,从而阻止农药在土壤中的迁移.