Regional crop yield, water consumption and water use efficiency and their responses to climate change in the North China Plain

The North China Plain (NCP) is one of the most important regions for food production in China, with its agricultural system being significantly affected by the undergoing climate change and vulnerable with water stress. In this study, the Vegetation Interface Processes (VIP) model is used to evaluate crop yield, water consumption (ET), and water use efficiency (WUE) of a winter wheat (Triticum aestivum L.)–summer maize (Zea mays L.) double cropping system in the NCP from 1951 to 2006. Their responses to future climate scenarios of 21st century projected by the GCM (HadCM3) with Intergovernmental Panel on Climate Change Special Report on Emission Scenario (IPCC SRES) A2 and B1 emissions are investigated. The results show a rapid enhancement of crop yield in the past 56 years, accompanying with slight increment of ET and noticeable improvement of WUE. There exist spatial patterns of crop yield stemmed mainly from soil quality and irrigation facilities. For climate change impacts, it is found that winter wheat yield will significantly increase with the maximum increment in A2 occurring in 2070s with a value of 19%, whereas the maximum in B1 being 13% in 2060s. Its ET is slightly intensified, which is less than 6%, under both A2 and B1 scenarios, giving rise to the improvement of WUE by 10% and 7% under A2 and B1 scenarios, respectively. Comparatively, summer maize yield will gently decline by 15% for A2 and 12% for B1 scenario, respectively. Its ET is obviously increasing since 2050s with over 10% relative change, leading to a lower WUE with more than 25% relative change under both scenarios in 2090s. Therefore, possible adaptation countermeasures should be developed to mitigate the negative effects of climate change for the sustainable development of agro-ecosystems in the NCP.     

城市合流污水A２/O处理系统中TTC ETS活性监测研究

研究了温度和F/M的变化对A^２/O系统TTCETS活性的影响,分析了TTCETS活性与COD降解的相关关系;通过低C/N冲击下TTCETS活性和理化指标的比较,讨论了以TTCETS活性表征系统运行状况的优劣.结果表明,一定范围内,温度与F/M均与TTCETS活性成正相关,TTCETS活性(TF/TSS·t)变化范围约13.2～48.3 mg/(g·h),最大值约为60 mg/(g·h);TTCETS活性与COD去除率相关性显著,并且TTCETS活性可预警系统的异常状态,当TTCETS活性为41.0 mg/(g·h)时,COD去除效率最高.     

膜生物反应器亚硝化性能的影响因素研究

利用膜生物反应器成功启动了亚硝化工艺处理人工合成废水.为了确定影响亚硝化工艺效果的因素,先后对温度和溶解氧浓度进行了研究,结果表明,在温度35℃并且NH4+-N负荷平均0.45 kg.(m3.d)-1和溶解氧0.5 mg/L的条件下,可使出水中NO3--N的浓度低于20 mg.L-1,而ρ(NO2--N)∶ρ(NH4+-N)接近1.0.同时发现反应器运行期间,在低溶解氧的情况下,膜组件的污染并不严重.荧光原位杂交分析发现,在膜生物反应器中氨氧化菌成为优势菌种,亚硝酸盐氧化菌的活性受到了抑制.微生物群落分析则进一步提供了实现亚硝化工艺所必需的生物信息.     

高速公路路面径流沉降过程中重金属去除特性

在对南京机场高速公路令桥段2008年2月~2009年2月15场降雨事件初期路面径流进行自由沉降试验的基础上,考察了自由沉降过程中Cu、Zn、Cd、Pb 4种重金属的去除率随时间的变化特征.同时,重点分析了重金属去除与截留沉速和悬浮固体(SS)去除的关系,并探讨了降雨特征和径流pH值对重金属去除特性的影响.结果表明,沉降开始30min内Cu、Zn、Cd、Pb去除率增长迅速,30min去除率均占2h总去除率的60%以上.Pb的2h平均去除率最高,可达25.62％,Cu、Cd和Zn的2h平均去除率分别为21.20%、19.97%和19.10%.同一重金属的沉降去除率每提高10%,截留沉速范围及上限值减少5倍左右.截留沉速相同时,Pb的去除效果最好,Cd、Cu、Zn的去除效果相差不大.SS与Cu、Zn、Cd、Pb沉降去除率之间的相关性存在差异,Pb多数以颗粒态形式存在,因而SS与Pb沉降去除率相关系数最大,其相关系数为0.8126(p=0.0002）;SS与Cd、Cu、Zn沉降去除率的相关系数分别为0.6871、0.6804、0.7653.路面径流pH值对重金属去除特性的影响显著,与4种重金属沉降去除率均呈正相关,且与Zn、Cd、Pb的相关系数均大于0.5;Zn主要以溶解态形式存在,因而Zn沉降去除率受pH值影响最明显,两者在0.05水平上显著相关(p=0.029).     

西部管道工程HSE一体化绩效管理应用研究

分析了我国管道工程项目HSE绩效管理存在问题,运用绩效管理理论,结合“PMT（业主）＋PMC（监理）＋EPC（施工总承包方）”一体化模式及西部管道工程,阐述了HSE一体化绩效管理体系的建立及应用情况。     

改性兰炭末对硝基苯生产废水的吸附处理

采用H_2O_2溶液对兰炭末进行改性,并将改性后的兰炭末用于硝基苯生产废水(COD为560 mg/L)的吸附处理。对改性前后的兰炭末进行了表征,考察了吸附效果的影响因素,并对吸附前后改性兰炭末的燃烧热进行了测定。表征结果显示,兰炭末经改性后比表面积和孔径均增大。实验结果表明:在改性兰炭末投加量为0.2 g/m L、吸附时间为180 min、吸附温度为30℃的条件下,废水的COD去除率为93.4%,处理出水达到GB 8978—1996《污水综合排放标准》中规定的排放标准;改性兰炭末对废水中COD的吸附过程符合准二级动力学方程和Freundlich等温吸附模型;吸附后的改性兰炭末燃烧热值增大。     

Study of nitrogen oxide absorption in the calcium sulfite slurry

Experiments were conducted using a bubbling reactor to investigate nitrogen oxide absorption in the calcium sulfite slurry. The effects of CaSO₃ concentration, NO₂/NO mole ratio and O₂ concentrations on NO₂ and SO₂ absorption efficiencies were investigated. Five types of additives, including MgSO₄, Na₂SO₄, FeSO₄, MgSO₄/Na₂SO₄ and FeSO₄/Na₂SO₄, had been evaluated for enhancing NO₂ absorption in CaSO₃ slurry. Results showed that CaSO₃ concentration had significant impact on NO₂ and SO₂ absorption efficiencies, and the highest absorption efficiencies of SO₂ and NO₂ could reach about 99.5 and 75.0 %, respectively. Furthermore, the NO₂ absorption was closely related to the NO₂/NO mole ratio, and the existence of NO₂ in flue gas may promote NO absorption. The presence of O₂ in simulated flue gas was disadvantage for NO _x removal because it can oxidize sulfite to sulfate. It was worth pointing out that FeSO₄/Na₂SO₄ was the best additive among those investigated additives, as the NO₂ removal efficiency was significantly increased from 74.8 to 95.0 %. IC and in situ FTIR results suggest that the main products were NO₃ ^? and NO₂ ^? in liquid phase and N₂O, N₂O₅ and HNO₃ in gas phase during the CaSO₃ absorption process.     

印染污泥混燃特性及其燃烧动力学模型

采集了广东某印染污泥(YR)、造纸污泥(ZZ)及两种市政污水污泥(LJ、KFQ),利用热重法对不同来源污泥的单一及混合样在不同焚烧条件下进行了热重实验研究,并通过TG-DTG曲线计算了各试样的综合燃烧特性指数,获得了其燃烧动力学参数.结果表明,各单一试样的燃烧主要分为水分析出、挥发分析出、固定碳燃烧和残留物的燃烧和分解4个燃烧阶段,其中挥发分的析出制约着YR、KFQ、LJ污泥的整个燃烧过程,而ZZ污泥还受到固定碳燃烧阶段的显著影响.当向印染污泥中加入50%的KFQ市政污泥后,YR污泥的综合燃烧特性指数和可燃性指数分别提高了将近2倍和1.6倍.富氧(CO2/O2)燃烧可以提高印染污泥的后期燃烧强度,降低印染污泥燃烧阶段活化能,促进印染污泥的综合燃烧性能.采用积分法(Coats-Redfern方程)计算得到各燃烧阶段反应的机理方程及相应的活化能参数,发现第一挥发分峰前取反应级数n=0.5、峰后n=2,可描述各自阶段的燃烧反应机理,而第二挥发分峰没有显著规律.     

一维碳纳米管与金属氧化物材料研究

一维纳米结构是最吸引人的功能材料而被广泛关注.一维形态可以很容易地提高纳米结构的独特性能,使它们适合各种各样的应用程序,包括气体传感器、电致变色的设备、发光二极管、场发射器、超级电容器和纳米发电机.因此,目前已合成多种一维纳米结构形式的纳米棒、纳米线、纳米管、纳米带等.本文主要介绍了一维碳纳米管与金属氧化物的性质与研究现状,探讨两种材料的优缺点以期进行互补修饰合成新型复合材料.     

Bacterial communities in different locations, seasons and segments of a dairy wastewater treatment system consisting of six segments

A dairy wastewater treatment system composed of the 1st segment (no aeration) equipped with a facility for the destruction of milk fat particles, four successive aerobic treatment segments with activated sludge and a final sludge settlement segment was developed. The activated sludge is circulated through the six segments by settling sediments (activated sludge) in the 6th segment and sending the sediments beck to the 1st and 2nd segments. Microbiota was examined using samples from the non-aerated 1st and aerated 2nd segments obtained from two farms using the same system in summer or winter. Principal component analysis showed that the change in microbiota from the 1st to 2nd segments concomitant with effective wastewater treatment is affected by the concentrations of activated sludge and organic matter (biological oxygen demand [BOD]), and dissolved oxygen (DO) content. Microbiota from five segments (1st and four successive aerobic segments) in one location was also examined. Although the activated sludge is circulating throughout all the segments, microbiota fluctuation was observed. The observed successive changes in microbiota reflected the changes in the concentrations of organic matter and other physicochemical conditions (such as DO), suggesting that the microbiota is flexibly changeable depending on the environmental condition in the segments. The genera Dechloromonas, Zoogloea and Leptothrix are frequently observed in this wastewater treatment system throughout the analyses of microbiota in this study.