两种接触氧化填料处理洗涤剂废水的比较

以某日化企业在生产过程中产生的洗涤剂废水为处理对象,以接触氧化法为核心工艺,比较了悬挂式组合填料和移动床生物膜反应器(MBBR)悬浮填料对洗涤剂废水的处理效果。实验结果表明:悬挂式组合填料和MBBR悬浮填料的挂膜启动时间分别为13,25 d;当悬挂式组合填料反应器的DO为4.0 mg/L时,COD和LAS的去除率分别为84.33%和89.06%;当MBBR悬浮填料反应器的DO为3.0 mg/L时,COD和LAS的去除率分别为82.54%和90.31%;当MBBR悬浮填料反应器的COD容积负荷为0.5~1.3 kg/(m3·d)时,平均COD去除率为83.91%,继续增大COD容积负荷,COD去除率仍能保持在80%以上;MBBR悬浮填料在COD的高效降解及高浓度有机废水的处理方面优于悬挂式组合填料。     

微生物磁效应在废水处理中的应用

介绍了微生物磁效应的原理和作用方式，综述了近年来国内外将微生物磁效应应用于活性污泥法、生物接触氧化法和酶法废水生物处理中的研究进展，指出了开发磁性生物亲和亲水填料是微生物磁效应运用于生物接触氧化废水处理技术的发展方向。     

用移动床生物膜反应器处理石化废水

采用悬浮填料移动床生物膜反应器处理石化废水,在水力停留时间大于6h、反应器填料投加率为50％的条件下,出水COD、NH3－N、SS、浊度等均达到国家排放标准,在水力停留时间大于8h时,能达到良好的硝化效果。     

改性填料对移动床生物膜反应器性能的影响

分别选取3种不同柱状悬浮填料,采用两级好氧移动床生物膜反应器处理低浓度化工废水。实验结果表明,在平均有机负荷为1.67 kg/(m~3·d)、废水pH为7.5～7.8、温度为32～33℃、HRT为8 h、第一级反应器DO为0.5～1.0 mg/L、第二级反应器DO为1.5～2.0 mg/L的条件下,A型悬浮填料(添加改性剂和微量元素、φ10 mm×10 mm)、B型悬浮填料(添加改性剂和微量元素、φ25 mm×10 mm)和C型悬浮填料(无添加剂、φ10 mm×10 mm)的COD平均去除率分别为82.2%、81.8%和70.6%。     

SNP悬浮型生物填料设计及使用方法

ＳＮＰ悬浮型生物填料设计及使用方法张辉明（北京市纺织科学研究所，北京１０００２６）文一波（北京市桑德环境技术发展公司，北京１０００８１）北京市桑德环境技术发展公司研制开发的ＳＮＰ悬浮型生物填料是一种新型的生物填料，具有不需固定、不用安装和污泥生成量少...     

一种新型功能性悬浮填料

该发明涉及一种水处理用的功能性悬浮填料。采用由塑料板紧夹颗粒或块状功能性水处理材料制成的复合翼板，并以颗粒或块状功能性水处理材料作为主要生物载体，使微生物更易附着其上繁殖，形成生物膜，且生长更为茂盛。在功能性悬浮填料中设置拒水的泡沫塑料来调节与水的相对密度，使功能性悬浮填料能和水、气一起流化，强化了微生物、     

改性聚丙烯生物填料的制备与应用

对传统聚丙烯生物填料（简称普通填料）进行改性，考察了改性聚丙烯生物填料（简称改性填料）用于模拟废水生物处理的效果。实验结果表明，改性填料比普通填料具有更高的废水处理效率和更大的挂膜量，并能承受更高的气液比（体积比）及气流和水流的冲击。将模拟废水的COD（500mg／L）完全去除，用改性填料时需10.5h，而用普通填料时则需22．5h；在连续运行模式下，改性填料在气液比为40：1时可使废水COD的去除率最高（99％），而普通填料则在气液比为30：1时可使废水COD的去除率最高（79％）。     

国外动态

一个获奖的废水处理装置Hydrocarbon Processing,62[10],61(1983).美国伊利诺斯州乔利埃特城的 Amoco 化学品公司废水处理厂的活性污泥装置由于处理效率高,使该厂荣获1982年伊利诺斯州最佳工业废水处理厂称号。该公司生产聚酯纤维等多种塑料产品及马来酸酐等化工原料。排水中含有可溶解的和悬浮的物质,如溶剂、反应中间体和催化剂金属等。每天约有0.5百万加仑的高浓度有机酸废水(pH=4,TOC=3000—4000毫克/升),需经活性污泥装置处理后排入河流。     

铁-锰-碳微电解法处理对苯二酚废水

在传统铁-碳微电解填料(简称铁-碳填料)中加入锰粉进行改性,制备了规整化铁-锰-碳改性微电解填料(简称铁-锰-碳填料),并采用该填料处理质量浓度为1 000 mg/L的模拟对苯二酚废水。实验结果表明:在铁-锰-碳填料投加量25.0 g/L、反应时间4.0 h、锰粉质量分数9%、初始废水pH为3的最佳工艺条件下,对苯二酚去除率达95.55%;与铁-碳填料相比,铁-锰-碳填料可大幅提高对苯二酚的去除率,且对废水pH的适应范围较宽;采用铁-锰-碳填料处理对苯二酚废水的过程中,废水pH大体呈现先上升后下降的趋势;由降解中间产物可推断对苯二酚首先被氧化为对苯醌,然后逐渐降解为有机酸。     

黑龙江化工总厂废水处理试验研究

黑龙江省化工总厂针对化肥改扩建后的废水水质情况,采用悬浮污泥法Ａ／Ｏ生物脱氮工艺和生物膜法Ａ／Ｏ生物脱氮工艺进行废水处理试验,结果表明,生物膜法Ａ／Ｏ生物脱氮地废水中的总氮具有较好的去除效果,在废水碳氮比偏低的情况下,总氮的去除率可达到８４％左右。     

Recovery of biomass cellulose from waste sewage sludge

In our previous work, the primary sludge from wastewater treatment plants was shown to contain a considerable amount of cellulose (about 20%, based on suspended solids) owing to the discharge of toilet paper. For the purpose of using the cellulose as a biomass resource, this study examined a simple method for its recovery. When fibrous cellulose was suspended in 0.3% sulfuric acid and autoclaved at 130°C for 60 min, 85%–88% of the initial solids remained without dissolving. Under these conditions, an activated sludge sample not containing cellulose was strongly hydrolyzed and only 7% of the initial solids remained. The prescribed amounts of cellulose added to the activated sludge sample were quantitatively recovered by the autoclaving treatment. In the treatment of primary sludge containing >20% cellulose, residual solids with relatively high levels of cellulose (>69%) could be obtained. The results indicate that the method proposed here could recover cellulose practically from waste sewage sludge for biomass utilization. Received: July 17, 2000 / Accepted: July 4, 2001     

微电解技术在工业废水处理中的应用进展

概述了近年来传统铁碳微电解法在难降解工业废水预处理、污泥处理和重金属去除、低浓度废水处理等领域的研究进展,介绍了通过在铁碳微电解体系中投加其他金属以催化反应的改性微电解法的废水处理效果,以及微电解与电场强化、微波强化、Fenton氧化、生物处理、物化法等其他工艺联合技术在废水处理中的应用现状,探讨了相关微电解技术存在的问题及未来的发展方向。     

Can We Decode the Messages of Activated Sludge Through the Respirograms?

Wastewater contains varieties of carbonaceous and nitrogenous compounds that undergo complicated biodegradation processes in wastewater treatment plants. How these different compounds are degraded by activated sludge in aerobic conditions is still a mystery. Researchers have been trying to interpret it using the oxygen uptake rate (OUR) derived from the respirograms of respective substrates. Several models have been proposed to interpret the substrate removal mechanisms using the experimental observations. Have we succeeded in understanding the messages by activated sludge correctly using these models? In this paper, the distinctive nature of the respirograms when activated sludge is fed with different substrates and the biokinetic models that have been developed to explain the substrate removal mechanisms using derived OUR profiles are reviewed. In addition, a sensitivity study was conducted on the recently evolved simultaneous storage and growth model to investigate the influence of key parameters on OUR profiles during the biodegradation process.     

城市污泥制备水中重金属吸附剂及其吸附特性研究

本实验利用城市污水厂的脱水污泥,通过化学活化法制备活性炭.研究活化温度、活化时间、固液比和活化剂浓度等因素对制备污泥活性炭的影响,确定氯化锌法制备污泥活性炭的最佳工艺为活化温度550 ℃、活化时间30 min、固液比1∶2、氯化剂浓度45％.将制备的污泥活性炭吸附Cu2＋,Cr6＋,Cd2＋3种重金属离子模拟废水,研究pH值、吸附时间、污泥投加量、温度等因素对吸附过程的影响.实验结果表明,剩余污泥对Cu2＋,Cr6＋,Cd2＋3种重金属离子都具有良好的吸附效果,在优化条件下,3种重金属离子去除率分别达到94％,76％,81％,吸附能力大小顺序为Cu2＋＞Cd2＋＞＋Cr6＋.     

模糊综合评价在焦化废水处理技术中的应用

采集某焦化厂废水处理系统的数据,选取当前常用的3种焦化废水处理技术和该焦化厂现用废水处理技术建立了较为完整的模糊综合评价数学模型,选择技术综合评价的评价因素集,利用判断矩阵分析法确定各评价因素的权重,建立了各定量因素指标的隶属函数,确定了各定性因素指标的模糊评语集,最后以模糊矩阵的合成运算完成模糊综合评价.4种焦化废水处理技术的综合性能优劣次序为:该焦化厂现用废水处理技术>普通活性污泥法>湿式催化氧化法>多相光催化氧化法.     

The Handling And Disposal Of Residuals From The Treatment Of Urban Stormwater Runoff From Separate Storm Drainage Systems

Given the magnitude of stormwater runoff (from separate storm drainage systems) and its pollutional contribution, the treatment of stormwater would generate residuals in amounts equal to or in excess of the volume of sludge now generated by municipal wastewater treatment. The characteristics of stormwater runoff differ substantially from that of wastewater or combined sewer overflow (CSO) in several important parameters, most notably suspended solids (SS) and organic content. The increased SS content of stormwater runoff results in higher volumes of residuals and increased handling and disposal costs. Similarly, the lower organic and nutrient content of stormwater runoff limits both the effectiveness of conventional biological treatment processes and land application disposal options. Several treatment and handling approaches are discussed and evaluated, including both centralized and satellite options. In addition, the primary and secondary economic (e.g. cost, land requirements) and environmental (e.g. air and water pollution, public health, etc.) impacts of stormwater runoff residuals treatment, handling, and disposal are reviewed.     

Sequential (anaerobic/aerobic) biological treatment of Dalaman SEKA Pulp and Paper Industry effluent

In the pulp and paper industry, lignin and other color compounds are removed by chemical agents in bleaching process. Use of chlorine-based agents results in production of degradation products which include various chloro-organic derivatives. Since these new compounds are highly chlorinated, they cause a problem in the treatment of pulp and paper industry wastewaters. Chemical precipitation, lagooning, activated sludge, and anaerobic treatment are the processes used for treating pulp and paper effluents. Furthermore, a combination of these processes is also applicable. In this study, the effluent of Dalaman SEKA Pulp and Paper Industry was examined for its toxic effects on anaerobic microorganisms by anaerobic toxicity assay. Additionally, this wastewater was applied to a sequential biotreatment process consisting of an upflow anaerobic sludge blanket as the anaerobic stage and a once-through completely mixed stirred tank as the aerobic stage. Results indicated that: (1) Dalaman SEKA Pulp and Paper Industry wastewater exerted no inhibitory effects on the anaerobic cultures under the studied conditions, and (2) application of a sequential biological (anaerobic/aerobic) system to treat the Dalaman SEKA Pulp and Paper Industry wastewater resulted in approximately 91% COD and 58% AOX removals at a HRT of 5 and 6.54 h for anaerobic and aerobic, respectively.     

间羟基苯甲醛生产废水的处理

研究了萃取法处理间羟基苯甲醛生产废水的工艺条件，并在此基础上进行了废水的生化处理试验。结果表明：萃余液稀释１５倍后用活性污泥法处理，出水ＣＯＤ能达到排放标准。     

颗粒状污泥活性炭流化床吸附处理含铜矿山废水

以城市污水处理厂活性污泥为原料，通过高温热解制备了颗粒状污泥活性炭吸附剂。在自制的流化床吸附装置上研究了该吸附剂对含铜矿山废水的吸附处理效果。实验结果表明：在初始废水pH6、吸附剂加入量15g/L、废水循环流量6.0L/min、吸附时间120min的最佳吸附条件下，废水中Cu²⁺去除率达98.2%。