含氯废水COD测定的氯耗氧曲线校正法

本文介绍了一种重铬酸钾法测定含氯废水COD的改进分析方法——氯耗氧曲线校正法,测定中不加隐蔽剂HgSO4,通过调整催化剂Ag2SO4的加入时间,测得表现COD值,再扣除Cl^-对COD的贡献值,得出实际COD值。与标准方法相比,本法的准确度高、精密性好,同时还可避免汞盐污染环境。     

青竹江水环境耗氧污染物含量分布特征及质量评价

本文对青竹江水环境中耗氧污染物(CODCr、BOD5和NH3-N)含量分布特征进行了探讨,并对青竹江的水质质量进行评价。结果表明,青竹江从上游到下游水体中污染物含量为增加趋势,在时间上也存在一定的变化,枯水期水体中污染物含量高于平水期和丰水期,目前青竹江综合水质可满足Ⅱ类水质标准要求。     

工业污水可生物降解性评价方法研究

针对生化系统经常遭受异常进水或毒性物质冲击的情况,提出了以耗氧速率(OUR)和相对耗氧速率(SOUR)快速评价污水可生物降解性的方法,以提高活性污泥系统的处理效率和运行管理水平。试验结果表明:OUR和SOUR对异常pH值水质条件以及苯酚、甲醛和甲醇等毒性物质的存在都非常敏感。对于大庆石化公司水气厂化工污水处理场的活性污泥来说,甲醛对微生物的毒性最强,甲醇次之,而苯酚则最弱。化工污水处理场活性污泥对三者的允许浓度分别为70、170、350 mg/L。     

静电水处理技术研究现状

本文介绍了国内外静电水处理技术研究、应用现状、存在问题和发展方向。目前，静电水处理技术已广泛应用于循环水的脱垢除垢、杀菌消毒、污泥脱水工艺。高压静电场可以改善活性污泥活性，经高压静电场处理的水可以提高活性污泥中微生物的耗氧速率。     

化学生物絮凝工艺中生物去除效果研究

通过工艺的对比试验,指出化学生物絮凝工艺去除效果要优于化学絮凝工艺,当投加相同量的絮凝剂和混凝剂时,前者比后者的去除效率提高了20％以上。同时通过测定耗氧速率证实化学生物絮凝系统内存在明显的生物作用。     

污水可生化性的研究

本文阐述了污水可生化性的评价及测试方法,并对奎河污水进行了测定和分析。结果表明,奎河污水是可生化的。这为城市污水处理厂选择污水处理方法提供了理论依据。     

奎河污水可生化性研究

详细阐述了废水可生化性的评价及测试方法。采集奎河断面污水,分析测定其化学耗氧量(CODCr)和生化需氧量(BOD5)。用BOD5/CODCr比值评价其污水的可生化性,并应用瓦勃氏呼吸仪测定生化呼吸线和相对耗氧速率与时间关系的曲线作进一步分析,结果表明:奎河污水是可生化的。这为城市污水处理厂选择污水处理方法提供理论依据。     

EFFECT OF FLOW VELOCITY ON SEDIMENT OXYGEN DEMAND: COMPARISON OF THEORY AND EXPERIMENTS1

ABSTRACT: Theoretical equations that establish the relationship between sediment oxygen demand (SOD) in a lake and the flow velocity and dissolved oxygen concentration in the bulk water already exist. These theoretical equations for oxygen consumption in the sediment express biological consumption with Michaelis-Menten kinetics, and chemical consumption by a first order reaction. Data from laboratory experiments that were conducted to validate the theoretical equations also exist. These experiments were performed in a laboratory channel with well defined flow characteristics for three types of sediments. Herein, the theoretical equations are used to model the experimental data for the three types of sediments. The values used for the parameters in the theoretical equations are determined by iteration until a best fit is obtained for the relationship of SOD to flow velocity from both the theoretical model and experimental data. The goodness of fit is measured by the standard error of prediction and the regression coefficient.     

紫外吸收光谱法直接测定化学需氧量的研究进展

利用紫外吸收光谱法直接测定COD是一种不用化学试剂、对样品无须加热消解、快速、简洁、元二次污染的绿色技术。本文对此技术的原理、相关概念、特点、进展、技术难点及应用前景作了较全面的评述。     

复合絮凝剂Al2(SO4)3+PAM处理生活污水中CODCr和浊度的实验研究

研究絮凝剂硫酸铝Al2(SO4)3与助凝剂聚丙烯酰胺(PAM)联合处理生活污水的效果。研究表明:Al2(SO4)3与PAM联用比单独用Al2(SO4)3处理生活污水效果更好;Al2(SO4)3 PAM对生活污水CODCr和浊度具有良好的去除能力;当投加1:1的50mg/L的Al2(SO4)3 0.5mg/L的PAM,调节水体pH=7时,处理效果最理想,CODCr去除率可达95.8%,浊度去除率可达97.5%。为复合絮凝剂Al2(SO4)3 PAM处理生活污水的应用提供了有价值的参考依据。     

Flood control failure: San Lorenzo River,California

The San Lorenzo River on the central California coast was the site of a major US Army Corps of Engineers flood control project in 1959. By excavating the channel below its natural grade and constructing levees, the capacity of the river was increased in order to contain approximately the 100 year flood. Production and transport of large volumes of sediment from the river's urbanizing watershed has filled the flood control project with sand and silt. The natural gradient has been re-established, and flood protection has been reduced to containment of perhaps the 30 year flood. In order for the City of Santa Cruz, which is situated on the flood plain, to be protected from future flooding,it must either initiate an expensive annual dredging program, or replan and rebuild the inadequately designed flood control channel. It has become clear, here and elsewhere, that the problem of flooding cannot simply be resolved by engineering. Large flood control projects provide a false sense of security and commonly produce unexpected channel changes.     

测定废水BOD5时水样稀释倍数的确定

根据测定BOD5所须具备条件,经过理论推导,得出水样稀释倍数的大致范围,对多种工业废水测试证,表明方法简便易行。     

上海市南汇大治河水质CODcr的监测评价

南汇大治河化学需氧量(CODcr)含量的调查结果表明,大治河的CODcr含量逐年上升,水质从Ⅲ级水体下降到Ⅳ级水体,个别断面有恶化到Ⅴ级水源的趋势,通过分析认为CODcr含量的上升与工业废水大量不达标排放以及生活污水的乱排放有关。     

水质的生化需氧量(BOD5)稀释与接种法测定结果不确定度评定

在实际工作中,运用测量过程的合并样本标准差来评定A类不确定度比较客观。本文根据JJF1059—1999《测量不确定度评定与表示》,通过实例,阐述了用稀释接种法测定水中生化需氧量不确定度的评定方法。     

文思湖底泥COD释放规律模拟研究

采用室内模拟实验方法,研究环境因子（温度、pH、扰动强度、供气量）对底泥释放COD的影响。结果表明,水温升高能加速底泥中有机质的释放;上覆水在弱酸至中性条件下底泥释放有机质最低;扰动上覆水体会加快有机质的释放。     

Heavy metal content and distribution in surface sediments of the Seyhan River, Turkey

Chemical fractionation of seven heavy metals (Cd, Cr, Cu, Mn, Ni, Pb and Zn) was studied using a modified three-step sequential procedure to assess their impacts in the sediments of the Seyhan River, Turkey. Samples were collected from six representative stations in two campaigns in October 2009 and June 2010, which correspond to the wet and dry seasons, respectively. The total metal concentrations in the sediments demonstrated different distribution patterns at the various stations. Cadmium was the only metal that was below detection at all stations during both sampling periods. Metal fractionation showed that, except for Mn and Pb, the majority of metals were found in the residual fraction regardless of sampling time, indicating that these metals were strongly bound to the sediments. The potential mobility of the metals (non-residual fractions) is reflected in the following ranking: Pb > Mn > Zn > Cu > Ni > Cr in October 2009 and Mn > Pb > Zn > Cu > Ni > Cr in June 2010. The second highest proportion of metals was bound to organic matter/sulfides, originating primarily from anthropogenic activities. Non-residual metal fractions for all stations were highest in June 2010, which may be linked to higher organic matter concentrations in the sediment samples with 1.40% and 15.1% in October 2009 and June 2010, respectively. Potential sediment toxicity was evaluated using the Risk Assessment Code (RAC). Based on RAC classification, Cd and Cr pose no risk, Cu and Ni pose low risk, Pb and Zn were classified as medium risk metals, while the environmental risk from Mn was high. In addition, based on the sediment quality guidelines (SQG), the Seyhan River can be classified as a river with no, to moderate, toxicological risks, based on total metal concentrations.     

Initial Adjustments Within a New River Channel: Interactions Between Fluvial Processes, Colonizing Vegetation, and Bank Profile Development

A conceptual model of the morphological development of the riparian margins of newly cut river channels is presented, suggesting early feedbacks between vegetation growth and bank form. To test the model, observations of long and cross profiles, bank sediment and seed deposition, and bank vegetation development were collected over the first 2 years of river flows through a reach of the River Cole, West Midlands, UK. The newly created channel had a sinuous planform and varying asymmetric trapezoidal cross section in sympathy with the planform. No imposed bedforms or bank reseeding were included in the design. Over the 2 years, development of bedforms was rapid, with bed sediment sorting and bank profile adjustment occurring more steadily and progressively. Six classes of bank profile were identified by the end of the study period, illustrating close associations with sediment aggradation, vegetation colonization, and growth patterns. Vegetation colonization of the banks was seeded predominantly from local sources during the summer and from hydrochory (transport by the river) during the winter. Colonizing vegetation on the riverbanks appeared to act as a significant propagule source by the second summer and as an increasingly important roughness element, trapping both propagules and sediment, within the second year and providing early feedback into bank evolution. As a result, the time required for riparian margin development in the conceptual model was found to be considerably longer than observed in the study river. In addition, the role of surface wash/bank failure in modifying the bank profile and transporting seeds onto the upper bank face during the first year of bank development was found to be important in initiating rapid bank vegetation colonization and surface stabilization. This set of processes had not been incorporated in the initial conceptual model. In relation to channel restoration, this research illustrates that in small temperate rivers of modest energy the provision of an initial, sinuous corridor is sufficient to induce rapid development of fluvial features and vegetation cover without the need to construct bed forms or to seed the banks.