染料废水处理技术现状与发展

介绍了染料废水的物理、化学和生物处理技术,分析了其去除原理和工艺优缺点,提出了未来染料废水处理技术的发展走向——高效、经济、适应性强、清洁性的废水处理技术。     

浅析黑龙江省松花江入境水质指标的变化规律

在黑龙江省松花江入境断面(肇源断面)内选择监测点,对不同月份的水体中化学需氧量、总磷、氨氮和粪大肠菌群数量的动态监测。结果表明,不同时期河流中的化学需氧量、总磷、氨氮和粪大肠菌群数量变化趋势不同,在夏季时化学需氧量和总磷的浓度较高,而氨氮的浓度在1月份较高,粪大肠菌群数量在8月份最大。     

城市污泥中重金属有效态分布特征研究

以沈阳市北部污水处理厂剩余活性污泥为研究对象,对污泥中重金属Cd,Pb,Cu,Zn的含量及其形态分布特性进行分析。结果表明:污泥中4种重金属的含量基本符合国家相关控制标准(GB 18918-2002和CJ248-2007)。采用8种提取剂(0.05 mol/L EDTA,0.01 mol/L CaCl2,0.01 mol/LCa2(NO3)2,0.1 mol/L NaNO3,1 mol/L NH4OAC,0.43 mol/LHAC,0.05mol/L NaHCO3和0.05 mol/L Tris-HCl)分别对污泥中重金属的螯合态,中性交换态,酸溶态,碱溶态和蛋白质结合态进行分离分析。结果表明:4种重金属螯合态存在的比例较大,分别占各重金属总量的5.9%~27.2%,其次为酸溶态和中性交换态,而以碱溶态和蛋白质结合态形式存在的比例较少,除Cd外均低于1%。污泥中Cd和Pb具有较高的活性,而Cu,Zn在碱性污泥中主要以稳定态存在。     

工业废水的处理方法探讨

为实现水资源的循环利用与国民经济的可持续发展,必须对工业废水进行处理。在过去的几十年中,工业废水的任意排放给水资源环境和人民的身体健康带来了巨大的危害,为了杜绝这种现象的再次出现,本文对工业废水的处理方法做了如下的探讨。     

Transformations of particles, metal elements and natural organic matter in different water treatment processes

Characterizing natural organic matter （NOM）, particles and elements in different water treatment processes can give a useful information to optimize water treatment operations. In this article, transformations of particles, metal elements and NOM in a pilot-scale water treatment plant were investigated by laser light granularity system, particle counter, glass-fiber membrane filtration, inductively coupled plasma-optical emission spectroscopy, ultra filtration and resin absorbents fractionation. The results showed that particles, NOM and trihalomethane formation precursors were removed synergistically by sequential treatment of different processes. Preozonation markedly changed the polarity and molecular weight of NOM, and it could be conducive to the following coagulation process through destabilizing particles and colloids; mid-ozonation enhanced the subsequent granular activated carbon （GAC） filtration process by decreasing molecular weight of organic matters. Coagulation-flotation and GAC were more efficient in removing fixed suspended solids and larger particles; while sand-filtration was more efficient in removing volatile suspended solids and smaller particles. Flotation performed better than sedimentation in terms of particle and NOM removal. The type of coagulant could greatly affect the performance of coagulation-flotation. Pre-hydrolyzed composite coagulant （HPAC） was superior to FeCl3 concerning the removals of hydrophobic dissolved organic carbon and volatile suspended solids. The leakages of flocs from sand-filtration and microorganisms from GAC should be mitigated to ensure the reliability of the whole treatment system.     

Spatial and temporal variations in groundwater nitrate at an intensive dairy farm in south-east Ireland: Insights from stable isotope data

Achievement of at least “good ecological status” in all waterbodies under the EU Water Framework Directive by 2015 will in some cases be a challenge. The twin challenge is to manage expectations of policy makers for such waterbodies as to a realistic length of time required for improvement in water quality. Hence, understanding the source, transformation processes and residence time of nitrate in a hydrological system is an essential part of meeting such challenges. On a dairy farm with 24 shallow groundwater wells, the dual isotopic composition of nitrate (δ¹⁵N and δ¹⁸O) was used to clarify nitrate sources, to assess spatial and temporal variability in nitrate concentrations and to determine if and where denitrification was occurring. Vertical travel time was estimated to correlate nitrate concentrations with management practices. Organically derived nitrogen was the predominant source contributing to groundwater nitrate concentrations. Denitrification was identified as prevalent within specific regions of the study site. The distinct low temporal variability in the isotopic data suggests constancy among nitrate sources and processes over time across the study site. Vertical travel times of up to 3 years were estimated on site indicating the influence of recent management practices on nitrate concentrations. Very slow horizontal migration of groundwater (decades) indicates a legacy of older management practices. Stable isotope techniques, together with an understanding of time lag, provide an extra mechanism to test the efficacy of monitoring and mitigation programmes.     

张弦网壳结构索张拉模拟计算及试验研究

施工张拉控制是张弦网壳结构的关键技术之一,提出采用控制索原长的反分析方法追踪结构施工整个过程。首先,通过控制索在预应力状态下的张拉力求出零状态和索原长,并同时获得预应力态下所有单元的内力。在此基础上,通过控制每一级张拉索的原长,进行非线性有限元迭代计算,可求出索在分级分批施工时的控制力,并用VC＋＋6.0编制相应的计算程序。这一方法有效地避免了通用有限元需要反复试算,计算繁琐的缺点。最后,以张弦网壳结构模型为试验对象,按分级分批张拉的方式模拟结构的现场施工,并跟踪施工过程中杆件单元的应力状态。结果表明,数值模拟计算与试验值吻合较好,计算结果可靠,该方法能精确模拟结构的施工成形过程,且在整个过程中,每根索只需张拉一次,简化了施工工艺。     

化工建设规划生态环境影响评价研究

规划环境影响评价是以可持续发展的思想为出发点,通过调整规划布局或规模从规划源头预防环境污染和生态破坏.文章探讨了化工建设规划的生态环境影响评价理论和方法学体系,并以武汉化工新城为例,对该理论方法体系进行探讨.     

基于物理过程的矿区地下水污染风险评价

目前国内外所做的地下水污染风险评价的实例研究一般都是从地下水的脆弱性研究出发,并未过多地考虑特征污染物对污染后果的影响.脆弱性是环境对污染物的自然敏感性,而地下水污染评价中更应当体现出污染物在地下水中的迁移分布特性.为了完善地下水污染风险评价的理论和方法,以某尾矿区为例提出了基于物理过程的地下水污染风险评价方法,在污染发生之前,根据经济社会的敏感性条件和污染物将来可能的分布范围,事先划分各个污染风险等级在含水层空间上的分布范围,然后据此反推各个风险等级所对应的污染物源强,以此作为地下水污染风险评价等级的划分标准,通过对污染物在包气带和含水层中的运移进行数值模拟来评价尾矿区地下水的污染风险.结果表明,这种基于物理过程的地下水污染风险评价方法可以给出污染物浓度和风险水平在空间和时间上的分布规律,对于单个点状的污染场地来说,具有详尽的风险表征方式,优于以往基于含水层固有脆弱性指数法的风险评价方法,该方法适用于现有污染场地的风险评价、场地优化选址和为场地建设提供设计参数.     

黄河口不同恢复阶段湿地土壤N2O产生的不同过程及贡献

采用时空替代法,选择黄河口生态恢复前后未恢复区(R0)、2007年恢复区(R2007)和2002年恢复区(R2002)的芦苇湿地为研究对象,分析了生态恢复工程对湿地土壤N2O产生不同过程与贡献的影响.结果表明,尽管不同恢复阶段湿地土壤N2O总产生量差异明显,但总体均表现为N2O释放.恢复区湿地土壤的N2O产生量大于未恢复区.N2O的产生主要以硝化作用和硝化细菌反硝化作用为主,而反硝化作用对N2O的产生有较大削弱作用,这与不同恢复阶段湿地土壤理化性质密切相关.非生物作用对N2O产生量贡献较大,这与黄河口为高活性铁区,Fe的还原作用关系密切.尽管黄河口不同恢复阶段湿地土壤N2O的产生是生物作用与非生物作用共同作用的结果,但由于非生物作用对N2O产生的影响较大,应受到特别关注.温度和水分对不同恢复阶段湿地土壤N2O产生过程的影响不尽一致,这与土壤微生物活性对温度和水分的响应差异有关.黄河口不同恢复阶段湿地土壤的N2O总产生量介于(0.37±0.08)～(9.75±7.64)nmol·(kg·h)-1,略高于闽江口互花米草湿地的N2O总产生量,但明显低于富氧森林土壤、草原土壤和闽江口短叶茳芏湿地的N2O总产生量.研究发现,黄河口生态恢复工程的长期实施明显促进了N2O的产生,因而下一步生态恢复工程应统筹考虑景观恢复与温室气体削弱这两方面因素.