Carbonyl emissions from vehicular exhausts sources in Hong Kong

Vehicular emission (VE) is one of the important anthropogenic sources for airborne carbonyls in urban area. Six types of VE-dominated samples were collected at representative locations in Hong Kong where polluted by a particular fueled type of vehicles, including (i) a gas refilling taxis station (liquefied petroleum gas [LPG] emission); (ii) a light-duty passenger car park (gasoline emission); (iii) a minibus station (diesel emission); (iv) a single-deck-bus depot (diesel emission); (v) a double-deck-bus depot (diesel emission); and (vi) a whole-food market entrance for light- and heavy-duty vehicles (diesel emission). A total of 15 carbonyls in the samples were quantified. Formaldehyde was the most abundant carbonyl among the VE-dominated samples, and its contribution to the total quantified amount on a molar basis ranged from 54.8% to 60.8%. Acetaldehyde and acetone were the next two abundant carbonyls. The carbonyls were quantified at three roadside locations in Hong Kong. The highest concentrations of formaldehyde and acetaldehyde, 22.7 +/- 8.4 and 6.0 +/- 2.8 microg/m3, respectively, were determined in the samples collected at a main transportation gate for goods between Hong Kong and Mainland China. The total quantified carbonyl concentration, 37.9 +/- 9.3 microg/m3, was the highest at an entrance of a cross-harbor tunnel in downtown area. The theoretical carbonyls compositions of the three roadside locations were estimated according to the VE-dominated sample profiles and the statistics on vehicle numbers and types during the sampling period. The measured compositions of formaldehyde were much higher than the theoretical compositions in summer, demonstrating that photochemical reactions significantly contributed to the formaldehyde production in the roadsides.     

Factors diminishing the effectiveness of phosphorus loading from municipal effluent: critical information for TMDL analyses

Factors that diminish the effectiveness of phosphorus inputs from a municipal wastewater treatment facility (Metro) in contributing to phosphorus levels and its availability to support algae growth in a culturally eutrophic urban lake (Onondaga Lake, NY) were characterized and quantified. These factors included the bioavailability and settling characteristics of particulate phosphorus from this effluent, the dominant form (70%) of phosphorus in this input, and the plunging of the discharge to stratified layers in the lake. Supporting studies included: (1) chemical and morphometric characterization of the phosphorus-enriched particles of this effluent, compared to particle populations of the tributaries and lake, with an individual particle analysis technique; (2) conduct of algal bioavailability assays of the particulate phosphorus of the effluent; (3) conduct of multiple size class settling velocity measurements on effluent particles; and (4) determinations of the propensity of the discharge to plunge, and documentation of plunging through three-dimensional monitoring of a tracer adjoining the outfall. All of these diminishing effects were found to be operative for the Metro effluent in Onondaga Lake and will be integrated into a forthcoming phosphorus "total maximum daily load" analysis for the lake, through appropriate representation in a supporting mechanistic water quality model. The particulate phosphorus in the effluent was associated entirely with Fe-rich particles formed in the phosphorus treatment process. These particles did not contribute to concentrations in pelagic portions of the lake, due to local deposition associated with their large size. Moreover, this particulate phosphorus was found to be nearly entirely unavailable to support algae growth. While substantial differences are to be expected for various inputs, the effective loading concept and the approaches adopted here to assess the diminishing factors are broadly applicable.     

Enhanced mercuric chloride adsorption onto sulfur-modified activated carbons derived from waste tires

A number of activated carbons derived from waste tires were further impregnated by gaseous elemental sulfur at temperatures of 400 and 650 degrees C, with a carbon and sulfur mass ratio of 1:3. The capabilities of sulfur diffusing into the micropores of the activated carbons were significantly different between 400 and 650 degrees C, resulting in obvious dissimilarities in the sulfur content of the activated carbons. The sulfur-impregnated activated carbons were examined for the adsorptive capacity of gas-phase mercuric chloride (HgC1) by thermogravimetric analysis (TGA). The analytical precision of TGA was up to 10(-6) g at the inlet HgCl2 concentrations of 100, 300, and 500 microg/m3, for an adsorption time of 3 hr and an adsorption temperature of 150 degrees C, simulating the flue gas emitted from municipal solid waste (MSW) incinerators. Experimental results showed that sulfur modification can slightly reduce the specific surface area of activated carbons. High-surface-area activated carbons after sulfur modification had abundant mesopores and micropores, whereas low-surface-area activated carbons had abundant macropores and mesopores. Sulfur molecules were evenly distributed on the surface of the inner pores after sulfur modification, and the sulfur content of the activated carbons increased from 2-2.5% to 5-11%. After sulfur modification, the adsorptive capacity of HgCl2 for high-surface-area sulfurized activated carbons reached 1.557 mg/g (22 times higher than the virgin activated carbons). The injection of activated carbons was followed by fabric filtration, which is commonly used to remove HgCl2 from MSW incinerators. The residence time of activated carbons collected in the fabric filter is commonly about 1 hr, but the time required to achieve equilibrium is less than 10 min. Consequently, it is worthwhile to compare the adsorption rates of HgCl2 in the time intervals of < 10 and 10-60 min.     

高效聚合氯化铝对超滤膜污染影响的中试研究

针对某水厂以超滤为核心的短流程水处理工艺,在通过聚氯乙烯(PVC)超滤膜之前选择不同投加量(5、10、15和20 mg/L)的高效聚合氯化铝(HPAC)对长江下游原水进行混凝处理。通过跨膜压差(TMP)增长趋势、CODMn的去除率以及混凝后的水质,可知HPAC的最优投加量为15 mg/L。在此投加量下,运用体积排阻色谱法分析原水、膜前水、膜后水中各相对分子质量有机物的变化,可以发现混凝去除有机物的效果要优于超滤截留的。继而将HPAC与另外4种常用混凝剂:硫酸铝(分析纯)、氯化铁(化学纯)、聚合氯化铝(PAC)、聚合硫酸铁进行对比,结果表明,在它们各自最优投加量下,HPAC能够更有效地减缓超滤膜TMP的增长率,从而降低膜污染。因此,认为HPAC是与PVC超滤合金膜契合效果最佳的混凝剂。     

Fenton 法降解抗生素磺胺间甲氧嘧啶钠

应用Fenton高级氧化技术降解水溶液中抗生素磺胺间甲氧嘧啶钠(SMMS),系统探讨了起始pH、CSMMS、CFe2+、CH2O2和温度等因素对SMMS降解效果的影响。结果表明:CSMMS=4.53 mg/L,pH=4.0,CH2O2=0.49 mmol/L,CFe2+=19.51μmol/L,T=25℃为最佳反应条件。在最佳条件下,87.4%的SMMS可以在120 min内降解。反应动力学研究表明Fenton氧化降解SMMS分为两个阶段,快速反应阶段和慢速反应阶段,并建立了两阶段动力学模型,模型拟合结果较好。研究结果为含有SMMS的污废水处理提供了基础数据和科学参考。     

曝气和pH对城市污染河道底泥氮形态的影响

以城市重污染河道表层沉积物为研究对象,采用模拟实验方法,探讨了不同曝气方式(水曝气和泥曝气)、上覆水初始pH(自然状态pH=7和pH=11)对城市污染河道底泥氮形态的影响。结果表明:采用水曝气+pH11方式对城市重污染河道上覆水、间隙水中总氮去除率分别为70.03%和44.66%;泥曝气+pH7方式对上覆水、间隙水、底泥中氨氮去除率分别为94.31%、84.07%和68.29%;底泥pH与上覆水总氮浓度呈正相关(p<0.05);泥曝气+pH11方式使底泥含水率、烧失率明显升高,继而影响各形态氮在泥水系统中的赋存,其中底泥吸附态氨氮含量与底泥含水率呈显著负相关(p<0.01),间隙水可溶态氨氮浓度与底泥烧失率显著正相关(p<0.01)。     

复合生物膜-活性污泥反应器同步脱氮除磷

通过实验研究比较了复合生物膜-活性污泥反应器(HY)和传统活性污泥反应器(AS)的脱氮除磷效果。结果表明,在水力停留时间(HRT)16 h、污泥龄12～15 d、水温19～21℃、pH 6.3～7.8的条件下,复合生物反应器比活性污泥反应器运行更稳定,未发生污泥膨胀。在相同运行条件下,复合生物反应器对COD、TN和TP的去除率分别为95%、91%和98%,而活性污泥反应器对COD、TN和TP的去除率分别为85%、84%和90%。稳定工况下复合生物反应器的比硝化、比反硝化速率,比吸磷、比释磷速率均高于活性污泥反应器,且微生物相更加丰富。通过建立16S rDNA克隆文库发现生物膜和活性污泥的微生物群落结构均具有高度多样性,但生物膜微生物的微生物相比活性污泥更复杂。     

自洁式三级串联的水样在线过滤系统的研制和应用

基于玻璃纤维对小颗粒物的截留和微孔过滤,以及超声波辅助清洗等方法原理,设计和制作了带反冲洗自洁功能的三级串联在线过滤系统,将滤网（初级）、超声波作用下装填有玻璃纤维的过滤器（二级）、微孔滤管（三级）串联,对较高浊度的环境水样进行在线过滤。评估了模拟水样和实际水样中浊度的去除效果,证明该系统对水样中颗粒物有很好的去除并大幅降低水样浊度。在优化的条件下,原始浊度范围在4～100NTU的水样经过滤后,浊度均能降至1NTU以下。以标准方法测定的典型水质指标（活性磷、铵氮、亚硝酸盐氮和硝酸盐氮）的浓度为基准,计算水样经所设计的过滤系统处理后,这4种营养盐的回收率一般在85％-130％之间,说明本系统的使用基本不影响目标物的测定。     

中国城镇化道路的反思与对策

改革开放加速了我国的城镇化进程。从1978年至2010年,城镇化率由17.92%迅速提高到49.95%,形成了长三角、珠三角、京津冀三大城市群,一批区域性城市群正在加速形成。城镇化的快速发展特别是城市群的形成为推动我国经济社会发展和增强国际竞争力发挥了重要作用。但与此同时,城镇化也带来了突出的可持续发展问题。主要表现在:人口过度膨胀,城市病集中爆发,经济增长与宜居性背道而驰;城市面貌千篇一律,野蛮拆迁横行,土地型资本运作难以持续;进城易,定居难,城乡"二元社会"问题正演变为城市内定居群体与流动群体"二元社会"问题;城市间恶性竞争,产业同构,建立分工协作的机制任重道远。基于此,本文提出了未来10年推进我国城镇化的对策思路:坚持积极发展小城市和小城镇方针,缓解地域中心城市人口压力;创新农村居民点用地管理制度,实现城镇化与新农村建设有机统一;加强城市规划与管理的科学化,全力提升城市品位;建立跨区域城市协调机制,破解恶性竞争与产业同构困局;促进公共服务均等化,消除新老"二元社会"问题。     

基于国家主体功能区规划的人口空间分布预测和建议

以国家主体功能区发展规划为框架,在分析国家主体功能区下人口空间分布现状及其影响因素的基础上,根据相关统计数据和最新的第六次人口普查数据,综合考虑分析了城市化率、总和生育率、死亡率、人口迁入率以及迁出率等影响因素,然后设定不同情景下的各种可能组合,预测出我国2020年、2030年、2040年、2050年优先开发区和重点开发区的人口空间分布。计算结果表明:2050年,优先开发区的长三角地区、环渤海地区和珠三角地区人口将分别达到183.57、151.68和144.03百万人;重点开发区的哈长地区、海峡西岸、北部湾地区、长江中游地区、成渝地区、关中-天水地区、中原经济区、江淮地区人口将分别达到34.526、117.028、12.147、58.896、65.560、25.075、32.372和21.613百万人。最后针对不同主体功能区提出了我国人口空间布局的战略选择和相关政策建议。