一次污染物对臭氧生成的影响研究

利用OZIPR模式模拟研究一次污染物对φ(O₃)的影响,研究设计3组比较方案:VOC和NO_x初始浓度比,VOC和NO_x排放比以及VOC排放中各组分所占比例的变化对臭氧生成浓度的影响.结果表明:随着VOC与NO_x初始浓度比和排放比的增大,φ(O₃)增长速率提高,其最大值出现时间提前,并且呈现先上升后下降的变化规律.结合O₃等浓度线分析认为,深圳市O₃污染属于VOC敏感型,控制VOC是控制φ(O₃)的有效途径.改变VOC组分的研究表明,控制VOC排放时应重点控制含乙烯、二甲苯、三甲苯较多的污染源.      

重金属污染土壤修复中杂草资源的利用

对重金属污染土壤植物修复基本原理、作用方式及亟待解决的问题进行了论述,认为现有修复植物均不同程度存在一些弱点,还难以大规模应用于修复实践。杂草具有抗逆境能力强、生长迅速、繁殖能力强以及在环境条件适宜情况下生物量能够急剧提高等特点,可以弥补现有修复植物的缺点和不足,是较理想的植物修复资源。结合笔者的研究情况,对杂草资源在重金属污染土壤植物修复中的利用方式、修复植物筛选方法进行了论述,而且在植物修复生物量处理方面也进行了讨论,试图为重金属污染土壤植物修复进一步发展提供科学依据。     

生物填料塔处理餐厅污水传质反应研究

从传质和生化反应基本过程出发,经合理简化,将复杂的生物填料塔中三相传质生化反应过程综合为一个有效生化反应过程并得到其数学模型。模型中综合参数——总传质有效因数η可通过容易测定的本征反应和实际反应速率来确定;实验研究了不同入塔污水CODCr和入塔水量对η的影响。结果表明：入塔污水CODCr较高时,有较大的孕;当入塔水量增大,传质效果增加η增大。     

模糊综合评价在天然水体水质评价中的应用研究

采用模糊数学方法,对河网地区面源污染影响较大的代表性河流的水质状况进行综合评价研究。根据监测断面水质污染特点,确定了8个指标作为评价因子,建立了评价因素矩阵,计算出影响因子的权重。在此基础上,提出了模糊综合评价的水质级别,证明该河网地区的污染物主要是氮、磷和有机物。     

70℃高温水解/厌氧/好氧/BAC工艺处理高浓度有机废水

采用70℃高温水解酸化、高温厌氧、高温好氧、高温生物活性碳(BAC)组合工艺,对玉米深加工行业的高温工艺废水进行分相与分段处理研究,分别对COD、VFA、氨基酸等的去除处理效果进行研究和评价,在高温条件下完成高温高浓度有机废水的处理并达到回用热水、节能目的.结果表明:组合工艺系统对高浓度有机废水COD总去除率达到99.62%,VFA和氨基酸均为100%,出水COD<50mg/L,达到中水回用COD标准值,其中水解酸化相COD去除率占总去除率的49.7%,产甲烷相占33.7%,好氧段占14.5%,BAC段占1.1%;厌氧段占VFA总去除的56%,好氧段为21.2%,BAC段为21.8%;厌氧段占氨基酸总去除的34.8%,好氧段占62%,BAC段占3%.其中水解酸化有机负荷达到36.2kg/(m³·d).高温好氧和BAC组合工艺进水COD 3 500mg/L条件下,COD去除率仍能达到95.8%.整个系统运行平稳,抗冲负荷强,各段出水pH均在6.6～7.5之间波动.     

双氰胺-甲醛聚合物-聚合氯化铝复合絮凝剂的合成及应用

以双氰胺、甲醛、氯化铝为主要原料,加入添加剂合成了双氰胺-甲醛聚合物（DF）-聚合氯化铝（PAC）复合絮凝剂。采用模拟印染废水考察了各种因素对DF—PAC复合絮凝剂混凝脱色性能的影响。实验结果表明,在双氰胺、甲醛、氯化铝、添加剂加入量分别为29．1,57．8,4．8,12．5g,反应温度（70&#177;1）℃、反应时间2．5h的条件下制得的DF—PAC复合絮凝剂的絮凝脱色性能良好,COD去除率不小于90％,色度去除率不小于99％。与PAC和DF絮凝剂相比,DF—PAC复合絮凝剂对实际印染废水的絮凝脱色效果更好。     

高职教育考试方法改革的探索与实践

根据高职教育教学的要求和课程特点,尤其是为适应培养应用型人才的教学模式,打破“高分低能”的现象,充分发挥考试在高职教育中的指导性作用,本文以食品质量与安全专业的课程为例,对考试考核方法的改革进行了探索与实践。高职教育的考试应突出应用能力考核,加强实践技能检验,坚持在实践中学习、在实践中考核,全面推行操作技能考核,施行“考教分离”,考试形式多样化的原则。     

Accelerated seeded precipitation pre-treatment of municipal wastewater to reduce scaling

Membrane based treatment processes are very effective in removing salt from wastewater, but are hindered by calcium scale deposit formation. This study investigates the feasibility of removing calcium from treated sewage wastewater using accelerated seeded precipitation. The rate of calcium removal was measured during bench scale batch mode seeded precipitation experiments at pH 9.5 using various quantities of calcium carbonate as seed material. The results indicate that accelerated seeded precipitation may be a feasible option for the decrease of calcium in reverse osmosis concentrate streams during the desalination of treated sewage wastewater for irrigation purposes, promising decreased incidence of scaling and the option to control the sodium adsorption ratio and nutritional properties of the desalted water. It was found that accelerated seeded precipitation of calcium from treated sewage wastewater was largely ineffective if carried out without pre-treatment of the wastewater. Evidence was presented that suggests that phosphate may be a major interfering substance for the seeded precipitation of calcium from this type of wastewater. A pH adjustment to 9.5 followed by a 1-h equilibration period was found to be an effective pre-treatment for the removal of interferences. Calcium carbonate seed addition at 10 g l⁻¹ to wastewater that had been pre-treated in this way was found to result in calcium precipitation from supersaturated level at 60 mg l⁻¹ to saturated level at 5 mg l⁻¹. Approximately 90% reduction of the calcium level occurred 5 min after seed addition. A further 10% reduction was achieved 30 min after seed addition.     

改进属性识别法在水质评价中的应用

为克服水质综合评价过程中指标权重带有主观性的弱点,提出了基于数据驱动技术确定权重的改进属性识别法,综合利用分类标准信息和样本信息进行迭代确定权重.采用浮桥河水库枯水期水质监测资料进行水质评价,验证了该模型用于水质综合评价的可行性.     

Application of a Larval Medaka Assay to Evaluate the Fish Safety Level in Sagami River, Japan

Physico-chemical characteristics of some river and hand-dug well waters used for drinking and domestic purposes in the oil rich Niger Delta area of Nigeria were assessed using standard methods. The concentrations of the parameters in the river water samples ranged in the following order: pH (5.6–6.9), temperature (26.90–28.60°C), turbidity (23–63 NTU), electrical conductivity (52–184 μs/cm), DO (5.4–7.2 mg/l), BOD (21–57 mg/l), TDS (6.0–217 mg/l), PO₄ ³⁻ (0.19–1.72 mg/l), SO₄ ²⁻ (25–36.8 mg/l), NO₃ ⁻ (20.3–28 mg/l), Fe (6.07–15.71 mg/l), Zn (0.04–0.24 mg/l), Pb (0.01–0.17 mg/l), Ni (0.01–0.13 mg/l), Vn (0.01–0.20 mg/l) and Hg (0.001–0.002 mg/l). The concentrations of these parameters in the hand-dug well water ranged in the following order: pH (5.7–6.8) temperature (26–30°C), turbidity (134–171 NTU), electrical conductivity (160–340 μs/cm), DO (5.4–6.4 mg/l), BOD (13–34 mg/l), TDS (110–190 mg/l), PO₄ ³⁻ (0.84–1.84 mg/l), SO₄ ²⁻ (10.6–28.1 mg/l), NO₃ ⁻ (11.3–23 mg/l), Fe (13.17–16.31 mg/l), Ni (0.01–0.02 mg/l), Vn (0.01–0.04 mg/l) and Hg (0.001–0.004 mg/l). The concentrations of BOD, turbidity, NO₃ ⁻ and Fe in the water samples were above WHO and FMENV permissible limits for safe drinking water. The results suggest that the use of such waters for drinking and domestic purposes pose a serious threat to the health of the users and calls for the intervention of government agencies.