步行街在城市地下综合体中防火分隔的应用

城市地下综合体在大型城市中迅猛发展,而现行防火规范中对其商业部分防火分隔的要求难以满足设计需求。结合城市地下综合体的建筑特点,提出将采取加强消防设计的步行街作为防火分隔的措施,以某城市地下综合体为例,通过理论分析与数值模拟的方法,证明了该防火分隔方案能够达到现行防火规范要求的分隔效果。     

不透水地表粗糙度对城市面源颗粒物的累积和冲刷影响

目前国内外关于不透水地表微观结构特征如何影响街尘对径流输出过程的研究鲜见报道.本研究基于12场降雨事件的野外观测,以粗糙度（构造深）量化不透水地表微观结构特征,分析粗糙度与晴天街尘的累积特征及雨天冲刷特征之间的相关关系.结果表明,不透水地表粗糙度显著影响街尘的晴天累积-雨天冲刷过程,晴天累积天数对粗糙度与街尘累积量的相关性（r=0.664,P<0.01）具有增强效应,降雨量对粗糙度与街尘冲刷量的相关性（r=0.527,P<0.01）具有增强效应;各粒径段街尘累积量与粗糙度的相关性（0.529≤ r<0.757）随颗粒物粒径变大而提高,各粒径段街尘冲刷量与粗糙度的相关性（0.603 > r > 0.209）随颗粒物粒径变大而降低.通过建立粗糙度和降雨量的线性回归模型可以较好地预测场降雨径流中TSS累积污染负荷.粗糙度和降雨量对<20 μm以及>250 μm粒径段的累积负荷作用效果显著.上述结果揭示了粗糙度和降雨量对街尘输出为地表径流污染物的作用,为准确模拟城市面源颗粒污染物的径流冲刷过程提供了科学依据.     

热障效应对有顶步行街自然排烟的影响

为了研究热障效应对有顶商业步行街自然排烟的影响,采用理论分析与数值模拟相结合的方法,对不同高度及不同环境温度条件下有顶商业步行街自然排烟时顶棚附近的温度、能见度以及排烟效率进行了分析。结果表明:顶棚附近环境温度越高,自然排烟效果越差,自然排烟效率随顶棚热空气温度的升高呈现线性降低趋势;步行街高度越高,竖直方向的温度差越小,到达顶棚的烟气流速越小,排烟效率越低;当顶棚附近环境温度为45℃时,有顶商业步行街高度不宜超过35 m。     

SIMULATION OF URBAN NON-POINT SOURCE POLLUTION1

ABSTRACT: Public Law 92–00 has mandated the need for evaluating the impact of nonpoint source pollution on receiving water quality, primarily through Section 208 Areawide Planning. The Management of Urban Non-Point Pollution (MUNP) model was developed to estimate the accumulation of eight non-point pollutants on urban streets, their removal by both rainfall and street sweeping operations. The model can simulate the following pollutants: total solids or sediment-like material, volatile solids, five-day biochemical oxygen demand, chemical oxygen demand, Kjeldahl nitrogen, nitrates, phosphates, and total heavy metals. The simulated results can be used for investigation of non-point pollution management alternatives. The model is capable of reflecting variation in such diverse factors as physical and chemical characteristics of accumulated pollutants, land use characteristics, rainfall characteristics, street sweeper characteristics, roadway characteristics, and traffic conditions. By using mean estimates of many input variables for large segments of a city, the MUNP model could be used to quickly assess the magnitude of pollutants annually entering receiving waterways due to nonpoint source pollution alone. If the results indicate that non-point pollution loadings are sizeable and require futher analysis, the MUNP model could be used to define the specific nonpoint source pollution areas within a city. Hypothetical locations and actual rainfall data for Washigton D.C. were used to demonstrate some capabilities of the MUNP model.     

AQUATIC IMPACTS OF DEICING SALTS IN THE CENTRAL SIERRA NEVADA MOUNTAINS,CALIFORNIA1

ABSTRACT: The fate and effect of sodium chloride applied to Californian highways in the Lake Tahoe, Truckee River, and Yuba River watersheds were studied over a period of 14 months in 1974–75. Chloride levels in streams below major freeways were found to be elevated during the winter. The high chloride levels occurred after the application of salt to roads, decreasing as the time from application increases. Small lakes receiving runoff from major highways were also enriched with chloride. Several of these lakes displayed a temporary chemocline, which was sufficiently strong to stabilize a temperature inversion in one lake.     

Modelling of Flow and Pollution Dispersion in a Two Dimensional Urban Street Canyon

The wind-driven flow patterns and the dispersion of vehicle exhaust pollutants released at street level has been simulated with the three-dimensional (3-D) dispersion model ADREA-HF (Andronopoulos et al., 1993), for idealised two-dimensional urban fetches occupied by buildings with slanted roofs. The simulation used oncoming atmospheric boundary layer characteristics corresponding to realistic above-town wind characteristics, as measured in reference wind tunnel experiments (Rafailidis, 1997). At that stage, analysis was limited to neutral stability conditions only. Firstly, the quality assurance of the numerical model was investigated in terms of the sensitivity to different grid allocations. The modelling results were corroborated by comparison with wind tunnel measurements in a similar two-dimensional domain (Pavageau et al., 1997). The numerical modelling replicated well the high degree of non-uniformity in the dispersion field in the test street, and the results agreed satisfactorily with the experimental measurements. The reasons for the differences observed have been investigated. With the model thus validated, three different exhaust release scenarios have been tested, keeping the same overall emission rate but different spatial patterns of street-release. The effect of the different street-release scenarios was found to be only marginal, with the dispersion patterns on the sidewalls affected only locally, close to the street level.     

Intercomparison of Numerical Urban Dispersion Models – Part I: Street Canyon and Single Building Configurations

Microscale Computational Fluid Dynamics (CFD) models havebecome an efficient and common simulation tool forassessment and prediction of air quality in urban areas.The proper validation of such a model is a crucialprerequisite for its practical application. Within theframework of the European research network TRAPOS a workinggroup on computational fluid dynamics modelling wasestablished and model intercomparison exercises werelaunched. Different Computational Fluid Dynamics Codes wereapplied for simulating the wind flow and pollutantconcentration patterns in several test cases. The aim ofthe present model intercomparison is (1) to assess andallocate the source of differences that appear whendifferent CFD codes using the same turbulence model areapplied to well defined test cases and (2) to improve theknowledge base for model development and application.Throughout the series of model applications coveringmanifold urban configurations, the overall agreementbetween the various models and experimental data is fair.In spite of quantitative differences between the variousnumerical results, the models are capable of reproducingthe flow patterns and dispersion characteristics observedin urban areas but they show significant differences forthe turbulent kinetic energy field that controls thedispersion of pollutants.     

三峡工程对洞庭湖区滩地出露天数的影响

通过分析洞庭湖区 8个代表水文站 37年 11× 10 4 个逐日水位数据 ,研究了湖区不同时期滩地出露天数的变化规律 ,根据三峡工程建成前后与建成初期典型年逐日水位数据库资料 ,分析了三峡工程建成后 ,湖区各代表水文站水位的变化 ,在以上研究基础上 ,预测了三峡工程对湖区滩地出露天数的影响。认为 :三峡工程建成后初期 ,滩地出露天数变化的是低位滩地 ,中位滩地出露天数有一定变化 ,高位滩地基本不变 ;1～ 5月低位滩地和 6月中位滩地的出露天数都减少 ,7～ 9月出露情况不变 ,10～ 11月中低位滩地出露天数增加值大 ,12月出露天数变化小 ;其中东洞庭湖区和南洞庭湖区的横岭湖区滩地变化大。建成后中长期 ,所有高程滩地出露天数将逐渐增加。     

湍流模型对预测街道峡谷污染物扩散的影响

文章选取标准k-ε湍流模型、RNGk-ε湍流模型、realizablek-ε湍流模型和单方程Spalart-Allmaras涡黏系数模型对街道峡谷附近的流动和汽车尾气污染物扩散进行了模拟,并与风洞试验值进行了比较,结果表明,4种模型对街谷壁面的浓度预测在趋势上与试验值基本一致,Spalart-Allmaras模型的预测效果最好,realizablek-ε模型预测最差,而标准k-ε模型和RNGk-ε模型的预测介于其间;RNGk-ε模型和realizablek-ε模型的修正作用在预测建筑物尖角和顶部附近的流动处有所体现,但对街谷内浓度分布的预测仍不如标准k-ε模型;本文从流场分布的特点对4种模型的浓度预测差别进行了解释,证明了壁面浓度与其附近的速度和湍流黏性系数的分布相对应。     

Size distribution and diffuse pollution impacts of PAHs in street dust in urban streams in the Yangtze River Delta

Particles of dust washed off streets by stormwater are an important pathway of polyaromatic hydrocarbons (PAHs) into urban streams.This paper presents a comprehensive assessment of the size distribution of PAHs in street dust particles, the potential risks of the particles in urban streams, and the sources and sinks of PAHs in the stream network.This assessment is based on measurements of 16 PAHs from the USEPA priority list in street dust particles and river sediments in Xincheng, China.The content of total PAHs ranged from 1,629 to 8,986 μg/kg in street dust particles, where smaller particles have a higher concentrations.Approximately 55% of the total PAHs were associated with particles less than 250 μm which accounted for 40% of the total mass of street dust.The PAH quantities increased from 2.41 to 46.86 μg/m2 in the sequence of new residential, rising through main roads, old town residential, commercial and industrial areas.The sediments in stream reaches in town were found to be sinks for street dust particle PAHs.The research findings suggest that particle size, land use and the hydrological conditions in the stream network were the factors which most influenced the total loads of PAH in the receiving water bodies.