Remediation of s-triazines contaminated water in a laboratory scale apparatus using zero-valent iron powder

Atrazine, propazine and simazine were tested separately and in mixture by batch procedure in a laboratory-constructed apparatus. 3.75 l of a buffered s-triazines pesticide solution was treated at room temperature by 325-mesh zero-valent iron powder (ZVIP) (20 g/l). High performance liquid chromatography was used to separate by-products and study the decline in the pesticide’s concentrations. Results obtained show that the order of degradation was simazine, atrazine and then propazine. The half-lives (t_1/2) of the s-triazines pesticides are, respectively, 7.4, 9.0 and 10.6 min when they are treated separately, and 9.8, 11.2 and 13.7 min when they are treated together under the same conditions. The final by-product obtained after 50 min of contact of simazine with ZVIP shows a shift to longer wavelength in its UV spectrum. A similar phenomenon is shown for atrazine and propazine. Identical primary by-products are produced and subsequently degraded to 4,6-(diamino)-s-triazine, which seems to be the major by-product of the reductive treatment process. Pathways for the degradation of the studied s-triazines by ZVIP are proposed.     

高位铁皮水箱供水质量及影响因素

我们于１９９５年３月￣４月调查了武汉市高位铁皮水箱的供水质量。结果表明：高层住宅水箱近年虽曾清洗消毒，但高层用户龙头水及水箱水中游离性全氯未达标比例较大，分别为７３．３％和６６．７％。个别底层住户水样中铁超标。高位水箱水样中细菌总数超标比例为２０％。反映了高层住宅二次供水中在水的输送、贮存过程中有二次污染存在。经水样监测指标相关性和灰色关联性分析，认为游离性余氯可作为常规监测高层住宅二次供水质量的     

The influence of high initial concentration aqueous-phase TCE on the performance of iron wall systems

Flow-through column tests were conducted to investigate the performance of iron wall remediation systems for the degradation of aqueous-phase trichloroethylene (TCE). Concentration profiles under steady-state transport conditions were generated by measuring TCE concentrations at sample ports located at various locations along the length of the column. The results indicated that a pseudo-first-order model is adequate at describing degradation kinetics for low initial TCE concentrations, but not for higher initial concentrations. The deviation from pseudo-first-order kinetics can be explained by interspecies competition for reactive sites between TCE and a dominant reaction product. A modification of the pseudo-first-order model that accounts for product interference predicts laboratory data for high initial concentration profiles, but deviates slightly as initial concentrations approach the solubility of TCE. The data clearly demonstrate the importance of accurately describing reaction kinetics for the purpose of designing iron wall treatment systems.     

泥水平衡顶管技术在川气东送管道工程中的应用

介绍了泥水平衡顶管施工中采取的改进措施,实践证明,改进后未发生任何安全事故,且比预期提前了18天。     

取芯过程中煤芯温度分布特征模拟研究*

针对取芯过程瓦斯解吸受煤芯的温度影响不明,造成煤层瓦斯含量测不准的问题,开展对取芯过程煤芯温度分布特征研究。采用自主研制的取芯管自动测温装置在赵固二矿原生结构煤层（f=1.71）进行深度20 m的取芯试验,获得取芯管管壁温升变化规律,变化曲线分为4个阶段:缓慢上升、加速上升、减速上升、缓慢下降阶段;应用COMSOL建立含瓦斯煤传热模型,将管壁的温度变化设置为边界条件,模拟取芯过程煤芯与管壁之间的热交换。结果表明:在取芯时间30 min内,煤芯平均温度快速上升,之后上升速度趋于平稳;在煤芯内,相同时刻,等间距的轴向与径向距离,径向较轴向的温度梯度较大,径向传导快于轴向传导;取芯过程煤芯径向温度Ta与径向距离d、时间t满足指数函数关系。研究结果可为测定取芯过程煤芯的瓦斯损失量提供参考依据。     

浅谈地下水净化厂除铁除锰试验及应用

通过对齐齐哈尔市自来水公司铁锋水厂除铁、锰工艺的分析,得出曝气接触氧化除铁、锰是一种好方法.     

催化铁应用于草甘膦废水处理工艺改造的可行性研究

针对某化工厂草甘膦废水经厌氧-好氧生物处理后出水总磷浓度高,无法达到该化工区污水纳管标准的情况,应用催化铁方法对该废水现有处理工艺进行改造以提高出水水质。考察了催化铁方法对原处理工艺不同处理工段出水中磷的去除效果,发现该法可有效地去除生物厌氧池出水的总磷及正磷盐,去除率分别达到52．7％和83．13％以上,且使废水的BOD5／COD值显著提高,可从0．08提高至0．31,增强了废水的可生物降解性,有利于后续好氧生物处理的进行。研究表明在原处理工艺的厌氧池后增加催化铁处理段能明显提高最终出水水质。     

人防工程消防系统设计的若干问题

从人防工程内消防系统的重要性入手,分别从消防水源、消火栓系统的独立分区、消防阀门的设置以及消防排水4个方面探讨了人防工程内消防设计的一些常见问题,强调设计中应考虑平、战结合,方便临战时转换。     

Environmental life cycle assessment of different types of the municipal wastewater pipeline network

With the onset of social life, humans have considered waste disposal as essential, and they have been able to repel it through brick and clay channels. Checking sewage pipes for energy consumption and a longer lifetime than other sewage system components is important. Climate change and exploitation of industrial resources have made environmental impacts, which are important factors in decision making. The purpose of this study was to introduce the most suitable type of sewage pipe considering environmental protection. Therefore, we applied the environmental life cycle assessment (LCA) method, using Sima Pro 8.2.3 software for the one-kilometer length of concrete pipes (300 mm in diameter), Polyvinyl chloride (PVC), and polyethylene (PE) (315 mm in diameter). Also, the BEES method and sensitivity analysis were used to validate the results. The comparison between three types of municipal wastewater pipes indicated that PE pipes are a more environmentally friendly option than PVC, and concrete pipes in pipe recycling, reducing extraction from untapped resources, and inefficient extraction of resources. Electricity, diesel fuel, and sulfate resistance cement consumption for concrete production are the most pollution elements in the LCA of concrete pipes. Usage of PVC granular, sanitary landfill of PVC pipes, and using hydraulic drill in LCA of PVC pipes are the most elements of generating pollution. The usage of PE granules, PE pipes landfilling, hydraulic excavator, and electricity consumption in the LCA of the PE pipes are the greatest polluting parameters.     

隧道下穿引起地下管线下沉的主控因素分析

城市地铁建设中,隧道开挖可能损坏上部土体中埋设的既有管线。如何控制管线沉降,从而保证其安全是地铁施工中必须考虑的问题。利用ANSYS有限元分析软件,模拟隧道开挖对刚性接口地下管线的影响,充分考虑了土质、管线参数及盾构施工参数等因素,分析了地下管线在不同因素影响下的沉降变化规律。计算结果表明,管线本身参数(除管材、直径外)对其沉降的影响相对较小,而土质及盾构施工参数对管线沉降的影响较为显著,应当予以重视。通过对北京某地铁区间隧道正交下穿钢筋混凝土雨水管的沉降实测资料与3种假设工况沉降计算值的对比分析,验证了前述结论的正确性。