辽宁本溪大气颗粒物浓度特征

利用本溪大气成分监测站2008年3月至2009年2月大气颗粒物监测仪GRIMM180的连续监测资料,对该地区大气颗粒物的质量浓度变化、谱分布特征以及大气颗粒物与气象因素的关系进行分析研究.结果表明,本溪PM10和PM2.5平均质量浓度分别为0.086 mg.m-3和0.058 mg.m-3,其日平均质量浓度变化幅度较大;冬季和夏季质量浓度日变化均呈现明显的双峰双谷特征;数浓度谱分布较好地符合Junge分布;PM10日平均值超标率为8.7%,且大气颗粒物主要是以细粒子的形式存在;随风速的增大大气颗粒物质量浓度基本呈现逐渐减小的趋势,当风速〉0.6 m.s-1时,大气颗粒物质量浓度随风速增大下降明显,风速〉3.0 m.s-1时,下降的趋势减缓;降水过程对大气颗粒物有清除作用,其中对粗粒子的清除效果非常明显.     

街谷道路尘扩散规律的研究

本文根据街道狭谷结构的特点,详述了街谷的绕流流场,论述了道路尘大气污染浓度与诸有关影响因素之间的关系,根据实测结果建立了街谷道路尘的扩散模型,最后提出了防止道路尘污染的综合措施。     

第四纪红壤不同熟化措施下的阴离子态养分含量及其剖面分布

本文对第四纪红壤及其发育的土壤中的６种必需阴离子态养分含量及其在土壤剖面中的分布进行了系统的讨论．结果表明，第四纪红壤中的各种必需阴离子态养分含量与土壤耕作熟化措施有关．荒地的ＮＯ、Ｃｌ－、Ｈ２ＢＯ较高，而开垦为旱地后，它们的含量下降；Ｈ２ＰＯ在土壤经过耕作熟化后有所提高；ＭｏＯ的含量则基本保持不变；与其它阴离子显著不同的是．经耕作熟化后，土壤有效性ＳＯ含量急剧增加，不同的阴离子态养分在土壤剖面中的分布特点不同．     

大气CO_2增加对生态系统的影响

根据Ｃ＿３植物和Ｃ＿４植物对高浓度ＣＯ＿２的不同反应，评述了富ＣＯ＿２大气对生态系统的影响。结论是大气ＣＯ＿２浓度增加将导致生态系统发生一系列变化，包括生物多样世的减少、营养循环受阻、虫灾发生和温室效应加剧等。     

北京市地面街尘与径流中重金属的污染特征（Characteristics of Heavy Metals in Street Dusts and Urban Runoff in Beijing）

街尘作为城市各种污染物的载体和地表径流污染物的主要来源对水环境的影响日益受到关注.论文分析了北京市城区街尘与地表径流中重金属浓度和颗粒的粒径分布.结果表明:不同城市土地利用类型对街尘和径流中的重金属含量、颗粒粒径分布具有重要影响.在商业区、主要道路、住宅区、城中村4种土地利用类型中,街尘重金属浓度和地面单位面积重金属质量均以主要道路最高;径流重金属浓度由高到低顺序依次为:主要道路>城中村>居民区;主要道路和商业区街尘颗粒中细粒径占的比例较高,在全部土地利用类型的径流水样中颗粒物粒径分布差别不大;随着街尘中颗粒物粒径的减小,重金属浓度增加;街尘中小于149μm的颗粒物质量百分比和重金属浓度均较高,且在径流中这个粒径段的颗粒物含量也高,体积比达80%以上.建议在今后的城市街尘面源污染控制中应特别关注土地利用类型和街尘粒径的影响.     

预浓缩-GC-MS技术研究室内空气中挥发性有毒有机物

研究了广州市８种典型室内环境中６２种挥发性有毒有机物(ＶＯＣｓ)的特征和分布,结果表明:(１)从低至高,家庭、歌舞厅、宾馆、餐厅、图书馆、办公室、大型商业城和停车库室内空气中总挥发性有毒有机物(ＴＶＯＣｓ)平均浓度分别为:０．２４１,０．２７１,０．４７１,０．４７６,０．５５６,０．９１０,１．１７７和２．１９０ｍｇ·ｍ－３;刑室外环境背景参照点白云山平均浓度为０．２１３ｍｇ·ｍ－３,略低于家庭;(２)室内空气污染物具有明显的源特征,根据其ＶＯＣｓ标志化合物和它们的混合比例可以初步判断其来源．     

大气中PAN的测定及其与前体物的关系

对北京中关村地区大气ＰＡＮ的监测结果表明：在强日照条件下，ＰＡＮ浓度随汽车等排放和ＮＯ２浓度的增加而增加，高ＰＡＮ浓度水平与高Ｏ３浓度相关联；夏季的ＰＡＮ浓度明显高于春季。模拟实验的结果证实：Ｃ３Ｈ６是大气中重要的ＰＡＮ前体物，在一定范围内，其浓度越高，ＰＡＮ浓度越大；Ｃ２Ｈ４生成ＰＡＮ是困难的，Ｈ２Ｏ２的存在对Ｃ２Ｈ４反应生成ＰＡＮ有促进作用；大气中ＳＯ２的存在可降低ＰＡＮ的生成速率。在〈４００     

土壤中水溶性有机碳与铜的相互影响

通过向土壤溶液中加入Ｃｕ２＋和可溶性有机碳(ＤＯＣ),研究它们之间的相互作用．结果发现,加入铜可以显著改变土壤水溶性有机碳(ＷＳＯＣ)的吸着平衡,并降低了其水溶性．影响程度在０．８ｍｍｏｌ·ｌ－１Ｃｕ以下随铜浓度的增加而增加．加入０．５ｍｍｏｌ·ｌ－１铜的土壤中 ＷＳＯＳ含量从 ０．２７ｍｇ Ｃ·ｇ－１降至０．０４７ｍｇ Ｃ·ｇ－１,吸着系数从６．６×１０－３ｌ·ｇ－１降至３．３×１０－３ｌ·ｇ－１．另一方面,用Ｆｒｅｕｎｄｌｉｃｈ方程描述铜离子在土壤中的吸附行为(液相浓度单位取ｍｍｏｌ·ｌ－１,固相浓度取ｍｍｏｌ·ｇ－１土),ｋ＝９．ｌ×１０－３;ｎ＝３．４０． 加入ＤＯＣ后,ｋ＝９．２×１０－３;ｎ＝３．６６,没有明显改变土壤对铜的吸附性能．加入小同浓度的ＤＯＣ,结果仍说明该浓度范围内ＤＯＣ(＜８ｍｇ Ｃ·ｌ－１)的加入没有明显改变土壤对铜的吸附性能．     

不同消毒剂对水中脊髓灰质炎病毒灭活的比较

将脊髓灰质炎病毒（ Ｐｏｌｉｏ Ｖ） 及不同消毒剂投加到模拟水样中,按不同接触时间１ ,３ ,１０ ,３０ ｍｉｎ 取样,空斑定量． 当模拟水有机质含量 Ｃ Ｏ Ｄ 为２０ ｍｇ／ Ｌ,病毒浓度ｎ（ Ｐ Ｆ Ｕ） ≈１ ×１０５ ｍ Ｌ－ １ 时,分别投加氯制剂有效氯ρ（ Ｃｌ）１６ ｍｇ／ Ｌ,接触３０ ｍｉｎ ;ρ（ Ｃｌ Ｏ２） ＝ ８ ．０ ｍｇ／ Ｌ,３０ ｍｉｎ ; Ｃｌ＋ Ｃｌ Ｏ２ 联合消毒剂（５ ．０ ＋ ５ ．０） ｍｇ／ Ｌ,３０ ｍｉｎ ;ρ（ Ｏ３） ＝ １ ．２２ ｍｇ／ Ｌ,１０ ｍｉｎ 时;可使病毒彻底灭活． 它们使 Ｐｏｌｉｏ Ｖ 达到９９ ．９９ ％ 灭活的浓度时间乘积（ ρ×ｔ） 值分别是６６２ ．５ ,１２９ ．５ ,２００ ．０ 和３ ．２ ｍｇ Ｌ－ １ ｍｉｎ ． 消毒效果（ 顺序） 为 Ｏ３ ＞ Ｃｌ Ｏ２ ＞ Ｃｌ＋ Ｃｌ Ｏ２ ＞ Ｃｌ． 联合消毒灭活 Ｐｏｌｉｏ Ｖ 的效果为 Ｃｌ 的３ ．３ 倍,表明将 Ｃｌ 与 Ｃｌ Ｏ２ 联合应用具有协同效应,优于传统的单一加氯消毒方式     

福建省沿海地区海盐和大气污染物反应的致酸作用

本文着重研究福建省沿海地区盐和大气污染物反应的致酸作用,从源排放估算、致酸前体物观测、大气气溶胶组成分析、降水离子特征分析四个层次进行讨论,结果表明ＨＣｌ人为排放源仅占ＳＯ２,ＮＯｓ的４％;大气中活性氯;ＨＣｌ最大浓度为４．２３μｇ／ｍ＾－３,Ｃｌ２最大浓度为３．９７μｇ．ｍ＾－３,气溶胶中Ｃｌ＾－／Ｎａ＾＋比和降水中Ｃｌ／Ｎａ＾＋比背离,降水中过量氯与Ｈ浓度呈现正相关,过量氯对Ｈ浓度最大贡献达３     

不同结构形状的街道峡谷内污染物扩散

针对不同的城市街道峡谷结构形状,通过求解二维不可压缩N-S方程和K-ε湍流模型方程及污染物对流扩散方程,数值模拟了街道峡谷内的流场及机动车排放污染物浓度场,从而说明了街道峡谷的结构是影响街道峡谷内污染气体扩散的主要因素之一。     

街道峡谷内汽车排放污染物浓度分布的观测与数值模拟

在上海某典型街道峡谷内按一定的空间布点,在一定时段内同时对各布点进行采样并做一氧化碳浓度分析,同时记录车辆种类、车流量、气象条件等,分析街道峡谷内污染物浓度的分布.运用风向频率加权(WDFW)方法,结合大气流动和污染物扩散的CFD模型进行数值模拟计算.结果表明,数值模拟结果和现场观测结果较吻合,建筑物低的一侧污染物浓度远高于建筑物高的一侧污染物浓度,两侧的污染物浓度随着高度的增加而降低.     

Large-eddy simulation of turbulent flow and dispersion over a complex urban street canyon

Turbulent flow and dispersion characteristics over a complex urban street canyon are investigated by large-eddy simulation using a modified version of the Fire Dynamics Simulator. Two kinds of subgrid scale (SGS) models, the constant coefficient Smagorinsky model and the Vreman model, are assessed. Turbulent statistics, particularly turbulent stresses and wake patterns, are compared between the two SGS models for three different wind directions. We found that while the role of the SGS model is small on average, the local or instantaneous contribution to total stress near the surface or edge of the buildings is not negligible. By yielding a smaller eddy viscosity near solid surfaces, the Vreman model appears to be more appropriate for the simulation of a flow in a complex urban street canyon. Depending on wind direction, wind fields, turbulence statistics, and dispersion patterns show very different characteristics. Particularly, tall buildings near the street canyon predominantly generate turbulence, leading to homogenization of the mean flow inside the street canyon. Furthermore, the release position of pollutants sensitively determines subsequent dispersion characteristics.     

城市街道内机动车排放污染物NO对流扩散的特征

采用现场观测和数值模拟的方法研究了城市街道内机动车排放污染物中的NO扩散特征。结果表明:城市街道中机动车排放污染物的对流扩散取决于屋顶风向和风速,随着建筑物顶部气流速度的增大,街道内同样位置的污染物浓度相对减小;当风向垂直于街道轴线时,街道内同样位置的污染物浓度最大;同时街道内机动车排放的污染物浓度与车流量成正比关系,即机动车流量越大污染物浓度越高。     

Roof-level large- and small-scale coherent structures in a street canyon flow

Environmental Fluid Mechanics - The characteristics of large- and small-scale turbulent motions at roof-level in a street canyon flow were experimentally investigated along with their...     

On the heating environment in street canyon

This study investigates the impact of building aspect ratio (building-height-to-street-canyon-width-ratio), wind speed and surface and air-temperature difference (Δθ_s−a) on the heating environment within street canyon. The Reynolds-averaged Navier-Stokes (RANS) and energy transport equations were solved with Renormalization group (RNG) theory version of k-e{\varepsilon} turbulence model. The validation process demonstrated that the model could be trusted for simulating air-temperature and velocity trends. The temperature and velocity patterns were discussed in idealized street canyons of different aspect ratios (0.5–2.0) with varying ambient wind speeds (0.5–1.5 m/s) and Δθ_s−a (2–8 K). Results show that air-temperatures are directly proportional to bulk Richardson number (R _b ) for all but ground heating situation. Conversely, air-temperatures increase significantly across the street canyon with a decrease in ambient wind speed; however, the impact of Δθ_s−a was negligible. Clearly, ambient wind speed decreases significantly as it passes over higher AR street canyons. Notably, air-temperatures were the highest when the windward wall was heated and the least during ground heating. Conversely, air-temperatures were lower along the windward side but higher within the street canyon when the windward wall was heated.     

The role of materials selection in the urban heat island effect in dry mid-latitude climates

This work investigates the role of materials selected for different urban surfaces (e.g. on building walls, roofs and pavements) in the intensity of the urban heat island (UHI) phenomenon. Three archetypal street-canyon geometries are considered, reflecting two-dimensional canyon arrays with frontal packing densities (λ_f) of 0.5, 0.25 and 0.125 under direct solar radiation and ground heating. The impact of radiative heat transfer in the urban environment is examined for each of the different built packing densities. A number of extreme heat scenarios were modelled in order to mimic conditions often found at low- to mid-latitudes dry climates. The investigation involved a suite of different computational fluid dynamics (CFD) simulations using the Reynolds-Averaged Navier–Stokes equations for mass and momentum coupled with the energy equation as well as using the standard k-ε turbulence model. Results indicate that a higher rate of ventilation within the street canyon is observed in areas with sparser built packing density. However, such higher ventilation rates were not necessarily found to be linked with lower temperatures within the canyon; this is because such sparser geometries are associated with higher heat transfer from the wider surfaces of road material under the condition of direct solar radiation and ground heating. Sparser canyon arrays corresponding to wider asphalt street roads in particular, have been found to yield substantially higher air temperatures. Additional simulations indicated that replacing asphalt road surfaces in streets with concrete roads (of different albedo or emissivity characteristics) can lead up to a ~5 °C reduction in the canyon air temperature in dry climates. It is finally concluded that an optimized selection of materials in the urban infrastructure design can lead to a more effective mitigation of the UHI phenomenon than the optimisation of the built packing density.     

On thermally forced flows in urban street canyons

During sunny days with periods of low synoptic wind, buoyancy forces can play a critical role on the air flow, and thus on the dispersion of pollutants in the built urban environments. Earlier studies provide evidence that when a surface inside an urban street canyon is at a higher temperature than that of local ambient air, buoyancy forces can modify the mechanically-induced circulation within the canyons (i.e., gaps between buildings). The aspect ratio of the urban canyon is a critical factor in the manifestation of the buoyancy parameter. In this paper, computational fluid dynamics simulations are performed on urban street canyons with six different aspect ratios, focusing on the special case where the leeward wall is at a greater temperature than local ambient air. A non-dimensional measure of the influence of buoyancy is used to predict demarcations between the flow regimes. Simulations are performed under a range of buoyancy conditions, including beyond those of previous studies. Observations from a field experiment and a wind tunnel experiment are used to validate the results.     

Upstream Turbulence Effect on Pollution Dispersion

Experiments have been carried out to investigate turbulence at and above roof-level in an urban environment, and to predict the behaviour of street pollution from experiments using dye dispersion, for different roughness conditions and bed geometries. The flow in the boundary layer above an idealised urban environment has been simulated in a laboratory water flume. Comparisons have been made for the same model street canyon with and without the presence of upstream roughness. In the tests reported here, model street canyons were aligned perpendicular to the flow direction, and velocity measurements made within and above the model street canyons using a laser Doppler velocimeter (LDV). Flow visualisation techniques have also been used to confirm the gross flow features from streak images. Turbulence generated from the upstream roughness has a significant effect on the turbulence production and dispersion behaviour of the dye simulating pollution in street canyons.     

Revisiting the flow regimes for urban street canyons using the numerical Green’s function

Vortex interactions within a two-dimensional street canyon are analysed using the numerical Green’s function. On account of the inhomogeneity of the domain, vortex interactions are asymmetric: the influence of a street-level vorticity source on the roof-level shear layer differs from that of the latter on the street level. Consequently the magnitudes of the induced vertical velocities are maximised at different aspect ratios. It is argued that the transition from isolated roughness to wake interference is related to the onset of strong long-range interactions while the transition from wake interference to skimming flow is related to the weakening of these interactions. The Green’s function analysis is verified using three-dimensional large-eddy simulations.