组合人工湿地处理工业园区污水厂尾水的中试研究

在巢湖流域水环境治理中,依托工业园区污水厂,进行了组合人工湿地处理工业园区污水厂尾水的中试研究。介绍了工艺流程和设计参数,运行结果表明,整个处理系统运行稳定,对COD、NH4+-N和TP的平均去除率分别为65.5%、75.5%和49.2%,其中一级潜流湿地对各污染物的去除贡献率最高。系统出水COD、氨氮、总磷基本达到了《地表水环境质量标准》(GB3838-2002)中的Ⅴ类水标准。此外还利用GC/MS初步对系统进出水进行了有机物组分分析,结果表明尾水中含有除草剂及农药中间体等难降解有机物,组合人工湿地对这些物质有一定去除效果。     

考虑非饱和特性的黄土湿陷性与微观结构分析

利用扫描电子显微镜测试技术对3个场地16个土样的微观结构进行观测,并使用图像处理软件对微观图像进行处理、对土样孔隙的几何特征参数和分维数进行了提取,土样孔隙分布分维数为1.816~1.936。利用分形几何学原理建立非饱和土的孔隙分布函数,对天然湿度下黄土中水分分布进行分析,运用回归分析的方法对孔隙的分维数、非饱和孔隙孔隙率和湿陷性的关系进行了分析。结果表明:孔隙分维数越大,孔隙结构越复杂;天然湿度下处于非饱和状态的黄土孔隙孔径均大于40μm,黄土的湿陷系数随着孔隙分维数、非饱和孔隙孔隙率的增大而增大,非饱和孔隙是造成黄土湿陷的主要原因。     

原状黄土的反压饱和法试验研究

含水量是黄土液化特性研究中的一个至关重要的参数,对原状黄土进行充分饱和是饱和黄土动三轴试验中一个不可回避的课题。以WF公司生产的WF12440型空心圆柱扭剪仪为实验平台,运用反压饱和法,对室内原状黄土进行了饱和试验研究。该仪器提供3种不同加压方式增加围压和反压(孔压),即手动加压、自动加压和线性持续加压,通过检测孔隙压力系数B值是否达到0.95以上来判断黄土是否完全饱和。试验表明,即便是初始饱和度较低的原状黄土,也可以采用反压饱和法,在较短的时间内使孔压系数B值达到0.95以上,实现完全饱和,具体可以采用线性连续加压方式;初始压力差,即围压和反压之差一般可设为10 kPa,起始围压也设为10 kPa,太大或太小都会对试样造成破坏;如果孔压在1分钟内的变化值小于围压和反压之间压力差的5%,则认为孔压稳定,即可进行B值检测。     

环境减灾卫星雪灾监测评估应用研究

环境减灾A、B星是我国首次发射的专门用于灾害监测与评估业务的两颗光学小卫星。作为环境减灾小卫星星座建设的重要组成,A、B星的发射标志着环境减灾小卫星星座组网的正式开始,也标志着我国灾害遥感监测评估有了稳定数据源。环境减灾小卫星星座A、B星分别搭载了多光谱成像仪、红外相机和超广谱成像仪,最大观测幅宽达到700 km,最快重返周期小于48 h。环境减灾小卫星星座具备宽视场覆盖、高重访频率、多谱段观测的特点,因此星座卫星多传感器的综合应用适合雪灾、洪涝灾害等大范围灾害的动态监测与评估。在介绍环境减灾A、B星有关性能指标和参数的基础上,结合环境减灾A、B星数据在2008年10月26日至28日西藏雪灾中的应用情况,对卫星数据在雪灾监测与评估业务中的应用能力和技术路线进行了研究和评价,并建立了环境减灾A、B星在雪灾范围评估、风险预警与灾情评估的技术路线,以期为开展雪灾监测评估应用、尽快发挥减灾应用效益提供思路。     

采煤塌陷地积水对土壤氮素矿化过程的影响

煤炭开采导致大面积的土地塌陷,使大量耕地出现常年积水或季节性积水,对塌陷地土壤氮素矿化过程产生一定影响。采集了某矿采煤塌陷地土壤样品,进行好气和淹水培养条件下间歇淋洗培养实验,研究了塌陷地积水对土壤氮素矿化过程的影响。经过62d的培养,40d左右氮素的矿化过程趋于稳定,淹水培养条件下土壤氮素最终累积矿化量为68.99mg/kg,约为好气培养条件的10倍,且淹水培养条件下土壤氮素矿化势可达69.472mg/kg,均矿化速率为5.210mg/(kg·d),说明淹水对土壤氮素矿化过程有显著的促进作用。将实验所得累积矿化量分别代入简单指数模型及双因子指数模型进行拟合,发现简单指数模型能有效模拟好气和淹水培养条件下土壤氮素矿化过程,并获得了2种培养条件下土壤氮素矿化过程的模型参数。     

共代谢基质对芽孢杆菌Y-4降解异喹啉的影响

以吡啶,葡萄糖和邻苯二甲酸作为共代谢基质,研究了它们对芽孢杆菌Y_4降解异喹啉的影响。实验结果表明各降解过程均遵循二级反应动力学方程：-dS／dt=K2S2＋K1S＋K0。吡啶的加入会抑制异喹啉的降解,并且吡啶的浓度越高,抑制作用越明显。反应体系中葡萄糖的浓度为100-800mg／L时,葡萄糖的加入会促进异喹啉的降解,且葡萄糖浓度越大,异喹啉降解速率P越大,当葡萄糖的浓度为800mg／L时,其降解率速率P可由未加葡萄糖的0．1924h。上升为0．2255h-1。适宜浓度的邻苯二甲酸会对异喹啉的降解产生促进作用,邻苯二甲酸的浓度为50mg／L时,异喹啉的降解速率可由原来的0．1924h-1增加到0．2145h-1,邻苯二甲酸浓度过高反而会抑制异喹啉的降解。     

Fenton氧化水中间氯硝基苯的动力学与机制研究

结合Fenton氧化反应动力学模型研究了Fenton氧化水中间氯硝基苯(m-ClNB)的影响因素和降解机制.结果表明:(1)反应初始pH、H2O2浓度、Fe2+浓度、污染物初始浓度和反应温度对m-ClNB的降解均有明显影响.在反应初始pH为3.5、m-ClNB初始摩尔浓度为0.444mmol/L、H2O2摩尔浓度为21.55mmol/L、Fe2+摩尔浓度为0.054mmol/L、反应温度为(25土1)℃的条件下,m-ClNB的去除效果较好.(2)建立了Fenton氧化m-ClNB的准一级反应动力学模型,且m-ClNB的降解与该模型拟合良好.基于不同反应温度时的准一级反应速率常数(kap),得到了m-ClNB降解的阿累尼乌斯公式,且活化能为36.51kJ/mol.(3)气相色谱(GC)/质谱(MS)和高效液相色谱(HPLC)/MS分析表明,Fenton氧化m-ClNB的主要产物有4-氯-2-硝基苯酚及其同分异构体、羟基乙酸、草酸、丁二酸、丙二酸、6-氯己酸、乙醛酸、2,2-二羟基丙二酸和2-乙基丙二酸等.     

三唑酮在油菜-土壤生态系统中的降解与建模

为评价三唑酮可湿性粉剂在土壤-油菜生态系统中使用后的残留行为和环境安全性,进行了2 a大田试验,并比较了指数模型、GM(1,1)灰色模型、阻滞动力学模型对三唑酮降解规律的描述。结果表明:3种模型的拟合结果均达到统计学意义上显著相关;对三唑酮在土壤和油菜中降解行为模拟结果最好的分别为GM(1,1)模型和阻滞动力学模型;三唑酮在土壤中2 a的半衰期分别为3.48和4.38 d,油菜植株中分别为1.98和3.78 d,其降解受温度影响较大。     

Nitrogen cycling of atmosphere-plant-soil system in the typical Calamagrostis angustifolia wetland in the Sanjiang Plain, Northeast China

The nitrogen (N) distribution and cycling of atmosphere-plant-soil system in the typical meadow Calamagrostis angustifolia wetland (TMCW) and marsh meadow Calamagrostis angustifolia wetland (MMCW) in the Sanjiang plain were studied by a compartment model. The results showed that the N wet deposition amount was 0.757 gN/(m2·a), and total inorganic N (TIN) was the main body (0.640 gN/(m2·a)). The ammonia volatilization amounts of TMCW and MMCW soils in growing season were 0.635 and 0.687 gN/m2, and the denitrification gaseous lost amounts were 0.617 and 0.405 gN/m2, respectively. In plant subsystem, the N was mainly stored in root and litter. Soil organic N was the main N storage of the two plant-soil systems and the proportions of it were 93.98% and 92.16%, respectively. The calculation results of N turnovers among compartments of TMCW and MMCW showed that the uptake amounts of root were 23.02 and 28.18 gN/(m2·a) and the values of aboveground were 11.31 and 6.08 gN/(m2·a), the re-translocation amounts from aboveground to root were 5.96 and 2.70 gN/(m2·a), the translocation amounts from aboveground living body to litter were 5.35 and 3.38 gN/(m2·a), the translocation amounts from litter to soil were larger than 1.55 and 3.01 gN/(m2·a), the translocation amounts from root to soil were 14.90 and 13.17 gN/(m2·a), and the soil (0-15cm) N net mineralization amounts were 1.94 and 0.55 gN/(m2·a), respectively. The study of N balance indicated that the two plant-soil systems might be situated in the status of lacking N, and the status might induce the degradation of C. angustifolia wetland.     

Sludge concentration dynamic distribution and its impact on the performance of UNITANK

UNITANK is a biological wastewater treatment process that combines the advantages of traditional activated sludge process and sequencing batch reactor, which is divided into Tank A, B and C. In this study, the sludge distribution and its impact on performance of UNITANK were carried out in Liede Wastewater Plant （WWTP） of Guangzhou, China. Results showed that there was a strong affiliation between Tank A and B of the system in sludge concentration distribution. The initial sludge concentration in Tank A could present the sludge distribution of the whole system. The sludge distribution was mainly influenced by hydraulic condition. Unsteady sludge distribution had an impact on variations of substrates in reactors, especially in decisive reactor, and this could lead to failure of system. Settler could partially remove substrates such as COD and NO3-N, but there was adventure of sludge deterioration. The rational initial sludge concentration in Tank A should be 4000-6000 mg/L MLSS.