TraK装置测定废水中的BOD_5

在对废水中的BOD5进行常规分析时,采用化学稀释法操作繁琐,对稀释倍数估计易发生错误。而利用TraK装置测试样品时,无须进行稀释和化学分析。用该装置对标准样品BOD5的测定结果表明:准确度相对误差为-3.3%～4.3%,精密度的相对误差为-3.5%～5.6%。该仪器测试性能可靠,数据准确度、精密度合格。与化学法对照分析表明,相对误差都在容许范围内,即在可接受范围内。     

农村生活污水深度处理适用技术

农村污水治理是改善农村人居环境的重要内容之一,介绍了3种适用于农村水质敏感地区的污水处理技术:间歇曝气活性污泥法、生态处理技术、膜生物法,并对3种污水处理技术的优缺点进行了比较分析.     

催化湿式氧化预处理造纸黑液

采用连续式固定床反应器,利用自制稀土类复合金属氧化物催化剂对草浆造纸黑液进行了催化湿式氧化(CWAO)预处理研究.通过正交实验确定了最佳工艺条件为:进水COD 40 800 mg/L,空速0.8h-1,反应温度260℃,反应压力6.5 MPa.在此最佳条件下进行实验,COD去除率达90％.经CWAO工艺处理后,草浆造纸...     

天然膨润土还原吸附Cr（Ⅵ）

以天然膨润土为吸附剂,还原吸附处理含Cr（Ⅵ）模拟废水。实验结果表明：以（NH₄）₂FeSO₄为还原剂吸附效果最佳;在还原剂加入量为理论值的0.8倍、膨润土加入量为6 g/L、吸附时间为30 min、吸附温度为30 ℃、初始Cr（Ⅵ）质量浓度为1 mg/L的条件下,Cr（Ⅵ）去除率可达99.6%,处理后模拟废水中总铬质量浓度低至0.003 mg/L。天然膨润土对Cr（Ⅵ）的还原吸附符合准二级动力学模型及Freundlich等温吸附模型。     

海上含聚污水电化学处理装置的优化

为解决传统电化学方法在含聚污水处理时电极板消耗严重、絮渣量大的问题,通过改进电极板材料、组合数及结构等,研究适度降解-除油一体化电化学技术,在降低渣泥量的同时保证处理效果。实验结果表明:最佳电极板组合为"网状惰性金属复合物极板(阳)-网状铝极板(阴)-网状铝极板(阴)-网状惰性金属复合物极板(阳)";在电解电流为4.0 A、极板间距为8.0 cm、面体比(电极板面积与处理污水量的比值)为2/17 cm~2/mL、电解时间为30 min的最佳处理条件下,几乎无絮渣产出,含聚污水的浊度去除率为93.3%、聚合物降解率为92.0%、除油率为95.0%,展现了优良的处理效果。     

Biological treatment of clogged emitters in a drip irrigation system

This study was conducted to investigate microbial organisms that can be used for preventing clogging in drip irrigation systems caused by biological factors. A total of 25 fungi isolate and 121 bacterial strains were isolated from water samples collected from drip irrigation systems in tomato greenhouses in the eastern Anatolia region of Turkey in the spring season of 2001. Biological clogging of emitters in a model drip irrigation system was experimentally caused by application of the microorganisms (fungi and bacteria) isolated in the study. Three antagonistic bacterial strains in the genus Bacillus spp (ERZ, OSU-142) and Burkholdria spp (OSU-7) were used for treatment of biological clogging of the emitters. The results showed that the antagonistic bacterial strains tested have the potential to be used as anti-clogging agents for treatment of emitters in drip irrigation system. This is the first study that demonstrated that antagonistic microorganisms can be utilized for treatment of clogging in drip irrigation systems.     

土壤渗滤处理技术研究现状与进展

土壤渗滤处理技术在我国广大地区有很好的适应性和可行性,将有很好的发展前景。该文论述了土壤渗滤技术的发展历史和现状,并对近十年来该技术的实验室模拟、机理研究、具体应用实践和运行模式的优化等方面进行了概括分析与总结      

城市垃圾污染防治对策探讨

从城市拉圾产生的机制入手，分析了城市垃圾污染产生的原因，并对目前所采取的主要处理方法人季简要评述，在此基础提出了实现城市垃圾最小量化，推动垃圾资源化产业、提高垃圾无害化处理水平，中化监督管理等几点城市垃圾污染防治的对策。     

水污染防治生物处理技术验证评估方法研究

随着我国环境污染问题的日益突出,急需大量的高效创新技术以提高对环境污染的治理效果。然而,现有的专家评估体系难以科学、客观地反映技术真实性能,也很难促进新技术的推广应用。为建立科学的环境技术评估(ETV)体系,需要开展水污染防治处理技术验证评估试点工作。制订了水污染防治生物处理技术验证评估指标体系及验证测试方法,并利用该方法对某采用生物技术处理尼龙生产废水的工程实例进行了实证。结果表明：为全面反映该生物处理技术在各种工况条件下的技术效能,设置3个月的验证测试周期是合理的。通过对处理工艺流程中的水质、二次污染、工艺运行及经济技术等指标的测试分析,发现测试过程中得到的统计数据可客观有效地反映污染防治技术的真实性能。根据实证案例结果,对水污染防治生物处理技术验证评估指标体系和验证评估测试方法的进一步完善提出了建议。     

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.