强制循环厌氧反应器处理中低浓度废水

为解决内循环厌氧反应器在对低浓度有机废水处理时,因产气量不足、内循环量小而不能正常运行的问题,提出了强制循环反应器的概念,给出了设计方法。以低浓度、碱性印染工业废水为研究对象,进行了强制循环厌氧反应器的启动与运行的研究,得出了该反应器的最佳HRT和最佳外加循环量。结果表明:在高硫、低性状絮状厌氧泥为接种泥情况下,最佳外循环流量1 m3/h,最佳HRT为7 h时,FCR出水的T-COD和S-COD去除率分别为53.6%和58%。     

D301树脂对三原色派拉丁染料的吸附

采用D301树脂对经絮凝工艺处理后的三种模拟派拉丁印染废水中的三原色染料进行吸附.实验结果表明:在D301树脂的粒径为425～600 μm、模拟印染废水pH为2、反应温度为30℃、D301树脂加入量为3 g/L、派拉丁粉红BN、派拉丁蓝RR和派拉丁黄GR三种模拟印染废水的初始质量浓度分别为207.98,315.00,6...     

Performance of an overland flow system for advanced treatment of wastewater plant effluent

Overland flow (OF) systems were evaluated and compared for advanced treatment of municipal and industrial effluents, including nutrients and nondegradable chemical oxygen demand (COD) removal. Three pilot plants were constructed at the Shahin Shahr Wastewater Treatment Plant (WWTP), Isfahan, Iran. Each pilot was assigned a specific wastewater and all were simultaneously operated for 8 months. Treatment of primary effluent, activated sludge secondary effluent, and lagoon effluent of textile wastewater was investigated at application rates (ARs) of 0.15, 0.25, and 0.35m(3)m(-1)h(-1). During 5 months of stable operation after a 3-month acclimation period, mean removals of total 5-day biochemical oxygen demand (TBOD(5)), total COD (TCOD), total suspended solids (TSS), total nitrogen (TN), total phosphorus (TP) and turbidity were 74.5%, 54.8%, 66.2%, 39.4%, 35.8%, and 67.7% for primary effluent; 52.9%, 52.9%, 66.5%, 44.4%, 39.8%, and 50.1% for activated sludge effluent; 65.7%, 58.7%, 70.3%, 41.7%, 41.3%, and 54.9% for textile wastewater lagoon effluent, respectively. The model of Smith and Schroeder, 1985. Field studies of the overland flow process for the treatment of raw and primary treated municipal wastewater. Journal of Water Pollution Control Federation 57, 785-794] was satisfactory for TBOD(5). For all treatment parameters a standard first-order removal model was inadequate to represent the data but a modified first-order model provided a satisfactory fit to the data. Based on the results of this study, it can be concluded that an OF system as advanced treatment had the ability to meet effluent discharge permit limits and was an economical replacement for stabilization ponds and mechanical treatment options.     

环境敏感地区纺织染整工业锑污染物排放限值探究

在对纺织染整企业集聚、环境位置敏感的两个典型区域调研的基础上,通过类似重金属标准和毒性类比、排污治理情况及水体底泥中锑含量的分析、水环境承载力和允许排放浓度计算等技术论证,提出环境敏感地区纺织染整工业锑的排放限值按不同排放情形可分别设定为0.1 mg/L和0.05 mg/L。工程实例表明,采用基于聚合硫酸铁混凝沉淀法的高低浓度废水分质处理技术可满足排放限值要求,且经济成本可接受。     

超纤非织布印染废水处理工艺设计

针对含碱减量工艺的超纤非织布印染生产废水的治理工程,分质分治,采用了微电解/UASB/生物接触氧化为主体的组合处理工艺。通过试验和工程实践证明,该组合工艺有效、合理、稳定、经济。     

牛仔布加工厂印染污泥制备吸附剂的实验研究

基于牛仔布加工印染污泥主要由纤维和浮石组成的特征,研究了以其为原料制备吸附剂的工艺方法,探讨了活化时间等因素对制备吸附剂性能的影响规律。 采用氯化锌（ZnCl₂）化学活化法,在合适工艺条件下,即ZnCl₂浓度35％,浸渍固液比为1∶2,程序升温、热解活化温度500℃,恒温60 min,制备的印染污泥吸附剂收率为73.4％,吸碘值达到630.46 mg/g,对含COD 815 mg/L,色度530倍的印染废水,采用该吸附剂,COD去除率为76.3％,脱色率99.5％,优于商品活性炭的性能。     

综合印染废水混凝试验研究

考察了几种常用混凝剂对印染废水的处理效果。研究表明,在最佳pH值9～11时,硫酸亚铁具有较好的处理效果;复配试验表明,当硫酸亚铁投加量为400mg／l,熟石灰400mg／1,PAM为2mg／l时,COD去除率76．3％,色度去除率94．5％．处理成本为0．16元／t。     

TiO_2/活性炭光催化技术在印染废水深度处理中的应用研究

通过TiO2／活性炭光催化剂的光催化氧化作用,对印染废水的生化处理出水进行深度处理。实验考察了pH值、催化剂负载次数、光照时间、催化剂投加量等因素对处理效果的影响。实验结果表明：催化剂负载次数为4次,光照时间30min,催化剂投加量为3g时,处理效果最佳。此时出水COD达到50mg／L,色度为2,达到印染行业回用水的标准。     

无机-有机复合絮凝剂PACSAM的制备及其脱色性能

以聚合氯化铝（PAC）和淀粉-丙烯酰胺接枝聚合物（ST-AM）为原料,合成了一种新型的无机-有机复合絮凝剂（PACSAM）。考察了PACSAM对活性染料、直接染料模拟印染废水及实际印染废水的脱色效果,并初步探讨了絮凝机理。实验结果表明：在很宽的pH范围内,PACSAM均表现出了良好的脱色性能;在PACSAM加入量为25m g/L时,PACSAM对实际印染废水的脱色率、COD去除率、浊度去除率分别为96.4%,92.1%,98.5%,废水处理效果明显好于壳聚糖和PAC。PACSAM的絮凝机理包括化学反应、分子间氢键、电中和及架桥作用等。     

"物化-生化"及"生化-物化"工艺在印染废水处理中的选择

在印染废水处理的传统工艺中,“先物化后生化处理”和“先生化后物化处理”两种工艺都相当成熟且应用广泛。本文通过对印染废水处理中两个典型工程实例的分析,总结出了这两种工艺的优缺点及适用性。