城市街谷与上游阻挡建筑最不利间距的研究

采用数值模拟的方法,研究了街谷内上风建筑与上游阻挡建筑的间距（D）,即上游建筑间距,对街谷内空气流动特性和气态污染物分布规律的影响.模拟结果表明,街谷内迎风区的气流速度基本不随D的变化而变化,而背风区和中心区的气流速度随着D的增加呈现先减小后增大的趋势,并在D=90m时,气流速度达到最小值.相应地,在D=90m时街谷内污染物浓度最高,表明D存在最不利值,在城市规划中应尽可能避免该间距.当D大于90m时,D越大,污染物浓度越低,而D小于90m时,D越小,污染物浓度也越低,可以同时实现节约用地和减小交通污染的目的.     

基于Monte Carlo模拟的河流水质评价——以温瑞塘河为例

基于水质评价的综合污染指数（CWQI）法和水质指标实测含量的统计分析,应用Monte Carlo模拟方法,建立了河流水质评价的Monte Carlo-CWQI耦合模型并进行实例研究.通过建立的耦合模型和温瑞塘河流域14个监测断面2004~2010年的水质监测数据,定量分析各监测断面隶属于不同污染等级的概率水平和各水质指标对水体污染的影响程度.结果表明：温瑞塘河水系水质污染十分严重,勤奋、九山、东水厂、十字河、南白象、灰桥、新桥、米筛桥、仙门、光明、郭溪、瞿溪、西岙和梧田监测断面处于重度污染的概率分别为28.50%,0.55%,92.71%,59.73%,78.85%,39.38%,78.87%,83.09%,65.32%,78.08%,0.00%,0.96%,68.09%,86.06%;处于严重污染的概率分别为71.28%,0.01%,4.33%,39.76%,21.07%,60.59%,4.42%,12.41%,11.02%,21.24%,0.00%,0.02%,1.42%,13.12%.各监测断面总氮（TN）,氨氮（NH₃-N）和溶解氧（DO）的Spearman等级相关系数范围分别是0.41~0.76、0.25~0.63和0.14~0.66,是其他指标的2倍以上,表明影响该地区水质达标的主要因子是TN,NH₃-N和DO.本研究拓宽了河流水质评价的研究视角,能够为流域水环境管理提供丰富的决策依据.     

One-step synthesis of Cu(II) metal–organic gel as recyclable material for rapid, efficient and size selective cationic dyes adsorption

Efficient removal of non-biodegradable and hazardous dyes from wastewater remains a hot research topic. Herein, a rationally designed a Cu(Ⅱ)-based metal–organic gel(Cu-MOG) with a nanoporous 3 D network structure prepared via a simple one-step mixing method was successfully employed for the removal of cationic dyes. The Cu-MOG exhibited high efficiency, with an adsorption capacity of up to 650.32 mg/g, and rapid adsorption efficiency, with the ability to adsorb 80% of Neutral Red within 1 min. The high adsorption efficiency was attributed to its large specific surface area, which enabled it to massively bind cationic dyes through electrostatic interaction, and a nanoporous structure that promoted intra-pore diffusion. Remarkably, the Cu-MOG displayed size-selective adsorption, based on adsorption studies concerning dyes of different sizes as calculated by density functional theory. Additionally, the adsorption performance of the Cu-MOG still maintained removal efficiency of 100% after three regeneration cycles. These results suggested that the Cu-MOG could be expected to be a promising and competitive candidate to conveniently process wastewater.     

小子样成败型产品可靠性评估方法研究

介绍了一种小子样成败型产品可靠性评估方法。基于"计量评估"理论原则,针对可用于评价产品的特征量的试验数据,依次运用了数据样本子样的概率分布拟合检验方法、样本数据的一致性检验和离群值识别等统计学方法,最终使用经检验的特征量试验数据完成产品的可靠性评估。使用实例数据,应用评估方法,完成了一类典型产品的可靠性评估,其中特别指出的是,在实际应用过程中,应该尤其关注离群值的识别和剔除。实例证明,此方法可用于特征量明确的小子样成败型产品的可靠性评估。     

迁安市污水收集与处理效能定量评估

污水收集与处理效能直接影响合流制排水体制下的水安全和水环境,是海绵城市建设中需要解析评估的重要内容.以迁安市为例,建立覆盖"污染源—管网关键节点—污水处理厂"的监测网络,基于同步水量、水质监测结果,定量解析生活污水污染物排放系数和污水处理系统收集与处理效能,并定位问题管段具体位置和主要问题.结果表明:①合流制小区CODCr、NH3-N排放系数分别为43. 4、13. 3 g(人·d),分流制小区CODCr、NH3-N排放系数略高,分别为53. 1、14. 5 g(人·d).②受地下水、河水入渗的双重影响,生活污水从进入市政管网后污染物质量浓度大幅下降,保守估计下入渗率约为32. 5%,合流制管网截污干管至污水处理厂地下水、河水入渗量达到了14 471 m3d,分流制干管至污水处理厂地下水入渗量约为19 777 m3d.③污水处理厂进水水质指标均远小于设计进水水质,还存在C源不足、一部分比例的污水可生化性较差的特征,进水BOD5TN〔ρ(BOD5)ρ(TN)〕变化范围为0. 47～4. 32,平均值仅为1. 68.研究显示,地下水河水入渗严重降低污水收集处理效能,建议海绵城市建设中重视对于污水收集处理效能的摸底评估,并从污水处理系统设计和管网缺陷修复上大力整改.     

重金属污染土壤电动力学修复技术研究进展

近年来我国土壤重金属污染日益严重,在重金属污染土壤修复的技术中电动力学修复技术是污染场地修复中最有前景的技术之一。综述了重金属污染土壤的电动力学修复技术的类型及其优缺点,如极性交换技术、逼近阳极技术、注入缓冲溶液技术,以及电动力学修复的联用技术及其优缺点,如电动力学-可渗透反应墙联合修复、电动力学-吸附联合修复、电动力学-离子交换膜联合修复、电动力学-螯合联合修复、电动力学-生物联合修复等技术,并探讨了电动力学修复重金属污染土壤过程中的各种影响因素,评价了电动力学修复土壤领域存在的问题和不足,提出了该领域今后研究的发展方向。     

Evolutionof Sustainable Carbon Cycling Processes in China

This report summarizes the surveys on carbon inventories and initiatives on sustainable carbon cycling taken by RCEES. The first part of this report deals with the concept of sustainable carbon cycling, the historical evolution of carbon cycling processes in China, carbon pool enhancement, value addition, carbon sequestration and carbon balance. The second part covers the modeling of carbon dynamics, emission inventories of various carbon containing greenhouse gases and their potential abatement measures.     

发展乡镇企业与建设农村生态环境：对我国农村持续发展的探讨

文章论述了我国农村生态环境问题与乡镇企业发展形势，提出依靠科学技术发展乡镇企业，推动农村生态环境建设，促进我国农业持续发展的设想。     

Role of surface functionality in the adsorption of anionic dyes on modified polymeric sorbents

While synthetic polymeric sorbents effectively treat dye wastewaters by adsorption, the underlying mechanisms remain to be understood. This work determined the adsorption of an anionic dye by three polymers differing significantly in surface functionality. Surface functional groups of polymers were indicated in FTIR spectra and quantified by the Boehm titration. In reference to the commercial sorbent XAD-4 with a low degree of functionality, the laboratory synthesized NG-8 had primarily acidic functional groups, whereas its aminated product MN-8 had mainly basic amino groups. Electrophoresis determined the points of zero charge of 4.18, 3.23, and 4.51 for XAD-4, NG-8, and MN-8, respectively. The adsorption of Reactive Black 5 dye (RB5) by all the sorbents on a unit surface area basis increased with decreasing pH. At the same low pH (4.40), the adsorption by NG-8 was similar to that by XAD-4, indicating little influence of protonated (neutral) surface functional groups. In contrast, the adsorption by NG-8 at pH 6.05 was 75% lower than that by XAD-4, resulting apparently from the strong electrostatic repulsion between RB5 and deprotonated (negative) groups. Amination substantially enhanced RB5 adsorption by eliminating acidic groups and creating a positive charge on the surface of MN-8. The adsorptive enhancement was also achieved in the presence of CaCl2, due presumably to the neutralization of negative surface charge by Ca2+ and the RB5-Ca2+ pairing. These results manifest the important role of surface functionality in the adsorption of dyes by synthetic polymers.     

Atmospheric polycyclic aromatic hydrocarbons (PAHs) in Asia: a review from 1999 to 2004

Polycyclic aromatic hydrocarbons (PAHs) are present in both gaseous and particulate phases. These compounds are considered to be atmospheric contaminants and are human carcinogens. Many studies have monitored atmospheric particulate and gaseous phases of PAH in Asia over the past 5 years. This work compares and discusses different sample collection, pretreatment and analytical methods. The main PAH sources are traffic exhausts (AcPy, FL, Flu, PA, Pyr, CHR, BeP) and industrial emissions (BaP, BaA, PER, BeP, COR, CYC). PAH concentrations are highest in areas of traffic, followed by the urban sites, and lowest in rural sites. Meteorological conditions, such as temperature, wind speed and humidity, strongly affect PAH concentrations at all sampling sites. This work elucidates the characteristics, sources and distribution, and the healthy impacts of atmospheric PAH species in Asia.