微波催化反应中Fe2O3/γ-Al2O3的制备及催化性能研究

以γ-Al2O3为载体,通过等体积浸渍法制备一种载铁催化剂。以微波非均相Fenton反应对甲基橙的脱色效果作为判断催化剂活性的依据,分别考察浸渍液(Fe(NO3)3.9H2O溶液)浓度、焙烧温度、焙烧升温速率、焙烧时间对催化性能的影响,并对复杂协同体系中的反应机制进行初步探讨。结果表明,在浸渍液浓度为8%(质量分数)、焙烧温度为300℃、焙烧升温速率为10℃/min、焙烧时间为2h时催化剂Fe2O3/γ-Al2O3活性最优;复杂协同体系作用机制表现为微波非热效应降低甲基橙分子化学键强度,热效应促使催化剂表面产生"热点",3者(微波、H2O2、催化剂)协同强化催化氧化反应。然而,在微波催化过程中,催化剂孔道坍塌可能影响催化剂活性。     

γ-Al_2O_3负载Ni、Fe催化剂同时脱硫脱硝

采用浸渍法制备了不同负载量的Ni(x)Fe(y)/γ-AL2O3催化剂,通过XRD、H2-TPR、BET和SEM对催化剂进行表征,使用微型催化反应装置考察催化剂在以CO作为还原气时,同时脱硫脱硝的催化活性。结果表明,Ni O和Fe2O3做为活性组分可以很好地分散在γ-Al2O3载体上,并且不破坏其结构;Ni(8)Fe(2)/γ-Al2O3催化剂有最佳的脱硫脱硝活性,脱硫率达到96.55%,脱硝率达到97.92%。     

常温常压催化湿式氧化降解偶氮染料废水的研究

以过渡金属Fe、Mn、Cu和Zn的硝酸盐为活性组分的前驱物,以γ-Al2O3为载体,制备了负载型催化剂Fe2O3/γ-Al2O3、MnO/γ-Al2O3、CuO/γ-Al2O3和ZnO/γ-Al2O3,并分别以H2O2和NaClO为氧化剂,对比了在常温常压条件下催化湿式氧化工艺处理甲基橙模拟废水的效果.结果表明,Fe2...     

CuO/γ-Al_2O_3的制备及其湿式催化氧化性能研究

针对常温常压的废水双氧水催化氧化,采用浸渍法制备CuO/γ-Al2O3催化剂,利用比表面积、XRD手段表征了制备工艺对催化剂的影响,以模拟苯酚废水为研究对象考察催化剂的催化性能.研究表明,焙烧温度和活性组分含量等显著影响催化剂的性能,催化剂对双氧水催化氧化苯酚溶液具有较高的催化活性.     

Mn203/γ-Al2O3在超临界水氧化中催化活性的研究

采用浸渍法制备了Mn2O3/γ-Al2O3催化剂,在超临界水中催化氯化降解1,5-萘二磺酸,探索了催化剂Mn2O3活性组分负载量、催化剂空速和反应溶液pH对Mn2O3/γ-Al2O3催化剂活性的影响.结果表明:Mn2O3/γ-Al2O3的催化活性在一定范围内随Mn2O3活性组分负载量的增加而提高;在一定范围内,Mn2O3/γ-Al2O3空速越小,模拟废水的COD去除率越高;Mn2O3/γ-Al2O3催化活性在反应溶液呈酸性情况下比碱性时高.     

超声辐射浸渍法制备Fe-Ni-Mn/Al_2O_3催化剂及性能研究

以Al2O3为载体,分别采用超声辐射浸渍法和普通浸渍方法制备Fe-Ni-Mn/Al2O3催化剂。采用BET、XRD和SEM对催化剂的理化性质和孔结构进行了分析,以模拟酸性绿B废水为研究对象考察催化剂的催化性能。实验结果表明,浸渍溶液pH值和焙烧温度显著影响催化剂的性能。与普通浸渍法相比,超声浸渍法制备的Fe-Ni-Mn/Al2O3催化剂对酸性绿B脱色反应表现出较高的催化活性。     

超声辐射浸渍法制备Fe-Ni-Mn/Al2O3催化剂及性能研究

以Al2O3为载体,分别采用超声辐射浸渍法和普通浸渍方法制备Fe-Ni-Mn/Al2O3催化剂。采用BET、XRD和SEM对催化剂的理化性质和孔结构进行了分析,以模拟酸性绿B废水为研究对象考察催化剂的催化性能。实验结果表明,浸渍溶液pH值和焙烧温度显著影响催化剂的性能。与普通浸渍法相比,超声浸渍法制备的Fe-Ni-Mn/Al2O3催化剂对酸性绿B脱色反应表现出较高的催化活性。     

Mn2O3/γ-Al2O3在超临界水氧化中催化活性的研究

采用浸渍法制备了Mn2O3/γ-Al2O3催化剂,在超临界水中催化氧化降解1,5-萘二磺酸,探索了催化剂Mn2O3活性组分负载量、催化剂空速和反应溶液pH对Mn2O3/γ-Al2O3催化剂活性的影响。结果表明：Mn2O3/γ-Al2O3的催化活性在一定范围内随Mn2O3活性组分负载量的增加而提高;在一定范围内,Mn2O3/γ-Al2O3空速越小,模拟废水的COD去除率越高;Mn2O3/γ-Al2O3催化活性在反应溶液呈酸性情况下比碱性时高。     

Na-Ba/γ-Al2O3的NO和SO2吸附性能研究

研究了Na-Ba/γ-Al2O3吸附催化剂上NO和SO2的吸附-脱附性能.Na、Ba质量分数分别为6.2%、5.4%,焙烧温度和焙烧时间分别为600 ℃和10 h,吸附温度为100 ℃,其对NO、SO2的最大吸附量分别为0.052 4、0.344 mmol/g.同时考察了添加第三活性组份的影响,结果表明,Fe最为有效,Na-Ba/Fe/γ-Al2O3的NO、SO2最大吸附量分别为0.062 4、0.486 mmol/g.漫反射红外光谱研究结果表明,Fe降低了硫酸盐分解温度,促进吸附催化剂的再生.     

La2O3-CeO2/γ-Al2O3催化剂还原脱硫耐氧特性及其反应机理研究

用浸渍法制备了一系列稀土催化剂,研究了其催化CO还原SO2为单质硫的耐氧特性及影响其耐氧性能的主要因素,运用XRD技术分析了催化剂物相的变化及脱硫产物成分.结果表明,12% La2O3-8% CeO2/γ-Al2O3复组分催化剂比其他La2O3-CeO2/γ-Al2O3催化剂具有更好的耐氧性能;脱硫温度、催化剂用量、SO2与CO的摩尔比等对催化剂的耐氧性能均有明显的影响.最后,探讨了稀土催化剂脱硫机理,并分析在有O2条件下,引起脱硫率下降的原因是反应过程中O2与CO、S发生了竞争性反应.     

International standardization of water analysis

The efficiency of a water treatment program or a water monitoring program can be checked only if it is accompanied by water analysis procedures allowing meaningful statements on water quality. Meaningful statements do not only include high accuracy, but high precision as well. With high precision values, good repeatability and reproducibility is aimed for. Repeatability and reproducibility may either be monitored by regular inter-laboratory trials, without prescribing a distinct analytical method, or by applying a standardized method which has undergone thorough checks concerning its reliability and efficiency. The article presents the structure of the ISO, CEN and DIN standardization work in water analysis.     

Water Security in Uzbekistan: Implication of Return Waters on the Amu Darya Water Quality

- DOI: http://dx.doi.org/10.1065/espr2006.01.007 Goal, Scope and Background Amu Darya river, one of the main water resources of Uzbekistan, shows a relevant longitudinal enrichment of soluble contents which strongly limits the human uses of its waters. Because of the low natural run-off processes, salts and pollutants are mainly driven to the river by the return waters used for washing and irrigating the surrounding lands. The influence of return waters on stream quality is dramatically relevant in the lower reaches of the river where almost all the flowing waters have been previously used for the agriculture practises. To provide analytical evidence on the potential effects of return waters on the quality of the Amu Darya river, the paper reports and comments data on salinity and metals contents of the waters flowing in the artificial channel network of Bukhara and in the Amu Darya river, from Bukhara up to the dam forming the Tuyamuyn Hydro Complex (THC). Methods A total of 15 sampling sites were selected for the analytical survey: Two sites were located on the Amu Darya river downstream from the inflow of the return waters from Bukhara, two in the river entering in the THC, and three downstream from the dam forming the reservoir complex. The waters entering and leaving the Bukhara agricultural area were sampled in two main collectors, while the waters flowing in the channel system were sampled in six distinct collectors. The following parameters were considered in the survey: pH, Oxygen, Hardness, Salinity, Conductivity, P-PO4 3–, P tot, N tot, N-NO3 2–, N-NO2 –, COD, Ca2+, Mg2+, Fe, Mn, Zn, Cr, Cu, Ni, Cd, Pb. Results and Discussion Salt concentrations below 1000 mg/l were measured in the Amu Darya waters upstream to Bukhara. In the drainage system, salinity exceeds the palatability limit and reaches the maximum peak of 3200 mg/l in the outflow collector. Due to dilution effects, salinity returns to lower values (400–700 mg/l) along the Amu Darya river downstream from Bukhara; calcium and magnesium resulted the major constituents of the overall salinity. No serious metal contaminations were detected in the waters entering and leaving the examined channel system. Differently, the Amu Darya waters upstream to the THC showed a relevant metal contamination, with Cr, Ni, Fe concentrations exceeding the limits for human consumption. In the downstream sites, located in the Tuyamuyn Hydro Complex and in the Amu Darya river flowing out from this reservoir, excluding Fe, all the examined metals showed lover concentrations and values below the normative limits. Conclusion The direct human consumption of the lower Amu Darya waters is strongly limited by salinity and by metal contamination. Although the salinity of the return waters from the Bukhara drainage system results in above normal limits, no corresponding increases were measured in the Amu Darya river downstream from the return water inflow at the time of the survey. As for the metal contamination of the Amu Darya river, the survey revealed the presence of relevant sources of metal contamination downstream from Bukhara external to the agricultural drainage system. This contamination resulted in reduced sedimentation processes taking place in the limnetic zones of the Amu Darya river upstream to the dam forming the Tuyamuyn Hydro Complex. Recommendation and Outlook To fully understand the longitudinal increase of Amu Darya salinity, an evaluation of the cumulative effects of the loads from the main agricultural areas is required, also by using mass-balance models. As for the metals, an investigation should be addressed to identify the anthropogenic sources of contaminations present in the lower Amu Darya region and the metal loads should be diverted.     

多水源供水管网中铁释放规律

针对水源切换而引起的水质超标现象,开展了多水源联合供水条件下管网中铁释放规律的研究。分析了北方某城市2种水源(滦河水和长江水)的水质特点,利用实验模拟反应器分别研究了水源完全置换和供水分界线处水源混合区域的铁释放规律。结果表明,多水源供水管网的铁释放速率与水源水质密切相关,特别是水中含高浓度SO2-4和氯化物时会加快铁的释放。不同水源之间的频繁切换会破坏管垢表面的钝化层,使铁释放速率迅速变化,随后会有所缓解,但新的平衡的形成需要较长时间。供水分界线处的水源混合区域,由于水质的不断变化造成管垢表面很难形成稳定的钝化层,铁释放速率持续偏高,只有当长江水所占比例高达75%以上时才能得到抑制。     

不同工艺再生水补给对景观湖水质变化的影响

再生水回用于景观水体过程中,为了比较不同再生水工艺对景观水体富营养化的影响,以"二级出水+BAF+O3+GFH"和"二级出水+O3"作为再生水处理工艺,以岸滤(bank filtration,BF)作为水质维持工艺,进行再生水景观水体水质保障技术研究。结果表明,"二级出水+O3"出水流量较大,水力流动快,每天运行24 h,平均出水流量25.5 m3/d,氮磷含量偏高;"二级出水+BAF+O3+GFH"出水的氮磷指标控制在较低水平,GFH出水流量8～14 m3/d,水力流动较缓,湖中出现蓝藻。2套系统中BF对NH4+-N的去除率分别为30.5%和20.8%。"二级出水+O3+BF"系统中人工湖进水TN平均浓度24.309 mg/L,TP平均浓度0.583 mg/L,N/P=41,适宜水网藻生长,对湖中N(主要是NH4+-N)、P有较强的去除能力;"二级出水+BAF+O3+GFH+BF"系统中人工湖进水TP<0.05 mg/L,适宜蓝藻生长。     

我国华北地区湿地生态需水量研究探讨与应用实例

我国华北地区湿地通常处于缺水状态.当湿地分别为"资源型缺水"和"水质型缺水"时,目前常用的几种生态需水量估算方法的适用范围是不同的.水量平衡法是较通用的方法;而水量损失法和最低水位法主要适用于资源型缺水;物质平衡法和逐年环境改良法则主要应用于污染型缺水的情况.针对不同的情况可以选取相应的估算方法.本文应用不同估算方法,对河北保定白洋淀湿地和北京顺义杨镇湿地的生态需水量进行了估算,通过估算结果间的比较,反映出白洋淀湿地面临的污染问题更严重,而杨镇湿地更亟需解决的是资源型缺水问题,使其补偿措施更有针对性,能更好地协调人与湿地生态环境问的关系.     

太仓市饮用水水源污染现状和对策

根据太仓市饮用水地表水源和地下水的监测数据，分别采用单因子评价和综合评价方法，对饮用水源的水质进行评价。结果认为地表水水源已受到轻度污染，属Ⅲ类水；地下水的水质较差，已不适合于直接饮用。饮用水水源的主要污染物为COD、氨氮、挥发酚、硝酸盐氮和高锰酸盐指数。对饮用水水源的污染成因进行了全面分析，并从四个方面提出了水源安全保护对策：法律法规与行政手段、技术支撑、经济支持和宣传教育.     

小型景观湖水质模拟及应用研究

由于小型景观水体的体量和再生水补水措施的施行,其水质随环境和入水水质的变化和富营养化过程较大型水体快。由EFDC模型和WASP模型耦合建立小型浅水景观湖生态动力学模型,用实测水质数据进行参数率定与验证,可实现小型景观水体水质变化趋势的模拟,为水质管理提供决策支持。在此基础上,对民主湖在几种水质保障方案下1年的水质变化进行了模拟预测和对比,结果表明,作为富营养化程度表征的叶绿素a在空间和时间分布上均存在一定的规律性,夏季由于温度升高,叶绿素a浓度较高,说明藻类等浮游植物迅速增殖,是水质恶化水华暴发的高发期,而采取加大湖水水力循环和改善入口水质的控制方案,可使水质得到良好保障。     

油田回注水水质恶化成因的研究

为分析水质达标的处理站回注水在注水管线流动的过程中水质逐渐变差的原因,通过现场实际运行过程,分别获取了水处理站、注水站和注水井底各段的水样,进而测定了各水样的相关水质指标,并且分析了水中悬浮物的元素组成。实验结果表明,回注水在注水管线中引起管线腐蚀,腐蚀产生的Fe2+、Fe3+进一步导致溶解性油含量和悬浮固体的增加,最终得出管线的腐蚀是引起水质变差的主要原因。     

水污染·水资源·对策

本文详细论述了中国和世界的水资源状况，并论述了中国的水资源短缺状况、中国用水的优劣势，以及如何解决中国水资源短缺的措施和基本战略。     

城市水源地突发性水污染事件研究述评

日益恶化的突发性水污染事件始终是国内外大多数城市水源地安全和城市供水安全的重要威胁.从城市水源地突发性污染事件的风险源、水源地易损性、应急评估和预警技术及应急机制4个方面综述了国内外城市水源地突发性污染事件的研究进展.述评认为,应关注城市水源地的特殊易损性及突发性污染的威胁,重点研究水源地突发性污染事件的快速评估和预警技术及应急机制,全面开展城市水源地突发性污染事件的基础和实例研究.