Comparison of the daily global solar radiation from different data sources in Northwest China climate

The solar radiation data are of high importance to the solar energy systems. Conventional methods to obtain the solar radiation data are from weather stations, solar radiation models, commercial software databases, and field measurements. In the present study, a new daily global solar radiation model is proposed, by combining the quadratic function of sunshine fraction and sine function of the day of the year. The solar radiation model calculated data are then compared with China Meteorological Data Sharing System (CMDSS) data, TRNSYS data, and field-measured data in Northwest China climate. It is found that the newly proposed solar radiation model has better performance than the other nine solar radiation models in the literature. The solar radiation model calculated data fit well with the CMDSS annually average data. The TRNSYS data are a bit larger than the CMDSS annually average data in summer half year and a little smaller than those in winter half year. The solar radiation model and the CMDSS annually average data have the best correlation, whereas the TRNSYS data and the field-measured data have the worst correlation. The solar radiation model calculated data have the best correlation with the other three data sources.     

前置反硝化曝气生物滤池的挂膜启动研究

为了解前置反硝化曝气生物滤池(BAF)的启动规律,构建了小试规模的前置反硝化BAF,采用快速排泥、逐步增大水力负荷的策略考察了其启动过程中的污染物去除情况及启动特性。结果表明,在好氧柱水力负荷为2.04 m3/(m2·h),厌氧柱水力负荷为4.08 m3/(m2·h),回流比为100%,气水比为5.6∶1的情况下,前置反硝化BAF的启动需要49 d。启动过程中好氧池中硝化细菌的成熟是启动的关键。厌氧池中的反硝化细菌的成熟标志着启动的完成。启动完成后,前置反硝化BAF的出水COD、NH3-N及NO-3-N分别稳定在50、15和5 mg/L以下,满足国家一级A排放标准。     

RPB-O3/H2O2法处理硝基苯模拟废水

在超重力场中,研究了硝基苯模拟废水的臭氧/双氧水(O3/H2O2)法处理效果,考察了超重力因子β、H2O2浓度、初始p H、液体流量及处理时间等因素对硝基苯去除率的影响。结果表明,硝基苯去除率随超重力因子β和处理时间的增加而增大,而随H2O2浓度、初始p H和液体流量的增加呈先增大后降低的趋势。当硝基苯初始浓度300 mg/L,工艺条件β=80、p H=10.0、臭氧质量浓度约为40 mg/L、H2O2浓度为4.9 mmol/L、液体流量为120 L/h时,循环处理35 min硝基苯去除率可达96.7%。处理时间60 min后,废水中硝基苯含量1.4 mg/L,COD为39 mg/L,达国家一级排放标准(GB 8978-1996)。在此条件下,硝基苯的降解过程符合准一级反应动力学。     

中国春季降水与南印度洋偶极子的关系研究

利用美国国家海洋和大气管理局海温资料和1951~2010年中国160站月降水量资料,分析了前期冬季（12~2月）印度洋海表温度与中国160站春季降水的关系及其影响机制。研究表明：冬季印度洋海温异常的空间模态主要有两种：符号一致的单极和东、西符号相反的南印度偶极。将第2模态的时间系数定义为南印度洋偶极子指数。该指数与中国次年春季降水关系较好,并利用NCEP/NCAR再分析资料进行机制分析,发现主要南印度洋偶极子通过以下途径影响中国春季降水：中高纬,SIOD的影响主要引起低纬度的海温及对流异常,通过中低纬度间的相互作用,在中高纬产生较强的遥响应,从而影响同期冬季欧亚大陆的环流变化,这种扰动在西风气流的作用下引起后期春季北太平洋地区对流活动异常,通过中低纬度间的相互作用,加强中高纬地区的遥响应,表现为欧亚大陆EUP波列;低纬,SIOD的影响主要引起南海-海洋性大陆的海温及对流异常,引发经向环流异常,导致黄河至长江中下游地区垂直运动异常和气流辐合异常     

面源磷负荷改进输出系数模型及其应用

传统的输出系数模型是模拟较大流域面源污染的有效手段,但它假设同一土地利用类型的输出系数相同,忽视了营养物径流和截留过程中其他流域特征对输出系数空间分布的影响,难以为流域分区管理提供依据。在传统输出系数模型基础上,引入产污因子（CI）和截留因子（RI）,校正地形、降雨、植被缓冲带对面源磷流失空间格局的影响。用改进输出系数模型模拟滇池流域面源磷负荷并将模拟结果应用于流域管理。结果表明,改进的输出系数模型能更好地模拟面源磷污染的空间格局,识别出面源总磷的关键风险区--湖滨平原地带以及与入滇河流邻近的山谷、台地。以2008年滇池流域面源总磷的模拟结果（3525 t）为基准,若单位面积磷肥施用量减少20%,面源总磷负荷将减少86%;若环湖公路内侧全部实现退耕还林或还草,面源总磷负荷将减少60%;若同时实施减少磷肥施用量和环湖公路内退耕两项措施,面源总磷负荷将减少130%     

苏北浅滩腰沙围填海控制线研究

围填海控制线是在工程可行的前提下,不显著改变区域海洋动力格局和岸滩演变趋势的最大围填外包络线,能够最大限度地协调围填海与海洋资源环境保护之间的关系。以苏北浅滩腰沙为例,在对围填海控制性因素进行筛选、识别与分析的基础上,根据各控制性因素的控制要求,设计了围填海控制性指标。应用潮流数值模拟和泥沙回淤预测技术,采用分层次筛选和迭代逼近的方法,构建围填海控制线迭代优选模型,分析不同围填海方案对海洋动力格局演变的影响,计算得到腰沙的围填海控制线为理论基面+28 m。提出的研究方法和迭代优选模型可为沿海省市围填海控制线的制定提供参考和方法借鉴,为制定围填海规模总量控制指标提供科学依据     

长江徐六泾黑碳的季节变化及环境意义

2009年8月~2010年7月,每月在长江口徐六泾对水中悬浮颗粒物进行了采样,分析悬浮颗粒物中有机碳及黑碳含量,研究它们的季节变化特征,并计算出相应的输送通量。结果显示,水体中颗粒有机碳（Particulate organic carbon,POC）含量在034~092 mg/L,黑碳（Black carbon,BC）含量在0035~0096 mg/L;POC含量与水中总悬浮颗粒物（Total suspended material,TSM）含量有显著的正相关,但POC％随着TSM浓度的增加而减小;此外,水体中BC含量与人类的燃烧活动密切相关。观测期间长江的POC通量为234×106 t/yr,BC通量为277×105 t/yr,且BC通量占到颗粒有机碳通量的129%     

含硝基苯类化合物废水处理技术研究进展

综述了近年来处理含硝基苯类化合物废水的物理法（包括吸附法和溶剂萃取法）、化学法（包括电化学法、铁碳微电解法、超声波氧化法和臭氧氧化法及复合技术）和生物法的研究进展。指出将现有的处理技术高效整合并降低成本是今后处理含硝基苯类化合物废水的研究方向和重点。     

Cost comparison between private and public collection of residual household waste: Multiple case studies in the Flemish region of Belgium

The rising pressure in terms of cost efficiency on public services pushes governments to transfer part of those services to the private sector. A trend towards more privatizing can be noticed in the collection of municipal household waste. This paper reports the findings of a research project aiming to compare the cost between the service of private and public collection of residual household waste. Multiple case studies of municipalities about the Flemish region of Belgium were conducted. Data concerning the year 2009 were gathered through in-depth interviews in 2010. In total 12 municipalities were investigated, divided into three mutual comparable pairs with a weekly and three mutual comparable pairs with a fortnightly residual waste collection. The results give a rough indication that in all cases the cost of private service is lower than public service in the collection of household waste. Albeit that there is an interest in establishing whether there are differences in the costs and service levels between public and private waste collection services, there are clear difficulties in establishing comparisons that can be made without having to rely on a large number of assumptions and corrections. However, given the cost difference, it remains the responsibility of the municipalities to decide upon the service they offer their citizens, regardless the cost efficiency: public or private.     

人工湿地基质对NH4＋-N吸附性能

为研究建筑废物红砖和工业废物煤渣用作人工湿地脱氮基质的可行性,分别通过静态吸附实验和动态NHf—N去除效果实验进行考察。结果表明,红砖和煤渣对NH4＋-N最大静态吸附量分别为0．2533mg／g和0．0533mg／g,其吸附等温曲线均符合Freundlich型吸附方程,吸附常数分别为0．0419和0．0091;红砖煤渣组合对污水中NH4＋-N平均动态脱除率达到41．18％,高于红砖的37．63％和煤渣的30．92％。