Effect of natural organic matter and green microalga on carboxyl-polyethylene glycol coated CdSe/ZnS quantum dots stability and transformations under freshwater conditions

The influence of pH, ionic strength, presence of humic or alginic acids, extracellular polymeric substances (EPS), or freshwater microalga Chlorella kesslerii on the stability and transformation of carboxyl-PEG-CdSe/ZnS core/shell quantum dots (QDs) in terms of number, hydrodynamic size and fluorescence of individual particles, was studied by fluorescence correlation spectroscopy. Obtained results demonstrated that QDs form stable dispersions at nanomolar concentrations under conditions typical for freshwaters. The presence of 5 or 15 mg C L⁻¹ of humic acid or 50 mg C L⁻¹ EPS did not significantly affect these parameters. In contrast, 5 or 50 mg C L⁻¹ alginate at ionic strength of 10 mM shifted the hydrodynamic radius toward larger values, suggesting a possible capture of QDs by the linear alginate chains. The addition of microalga to the QD dispersions resulted in a slight reduction of the number of QDs and a significant decline in the fluorescence of individual QDs.     

加油站油气扩散与回收效果的数值分析

加油站排放出的油气是有毒有害的气体。目前控制油品蒸发损耗的有效方法是采用油气回收系统。基于湍流模式理论,采用FLUENT软件,模拟加油站在使用油气回收系统前后空气中油气浓度分布情况及风对油气扩散的影响,得到油气浓度等值面图、直线及点上浓度变化曲线图。模拟结果表明,实施油气回收,其大气净化率可高达95％以上,因此明显减小加油站火灾隐患及环境污染,并可减少经济损失及节约加油站占地面积。另外,风对油气扩散稀释有明显的影响,如距排放口下风侧5 m处,相对于风速１ m/s,风速为5、8 m/s时的大气净化率分别为54％、71％。虽然无法降低油气排放总量,但是随着风速的增加大气净化率随之变大,可以减少油气浓度值过高造成的危害。     

城市污泥填埋气集气井收集系统的优化研究

对城市污泥填埋场填埋气集气井收集系统进行了优化研究,考察了城市污泥水平方向的渗透系数(以下简称污泥渗透系数)对集气井影响半径的影响、集气井抽气负压随填埋时间的变化规律、填埋气的经济收集年限。结果表明,当抽气负压为25000～30000Pa时,污泥渗透系数分别取1.04×10-7、2.60×10-8、1.04×10-8m2/(Pa.s)时,集气井的影响半径分别为10.0～11.0、6.0～7.0、5.0～5.5m,过小的污泥渗透系数会严重影响集气井的集气效率,因此污泥渗透系数最好不应小于1.00×10-8m2/(Pa.s);随城市污泥填埋时间的增加,集气井抽气负压总体呈指数型降低趋势,从第8年起,抽气负压由起初的25000Pa降低到5000Pa以下,此时CH4产率约为2kg/(m3.a),到第20年时CH4产率接近于零,故从城市污泥填埋后第8年起,对填埋气继续进行收集的意义已经不大。     

Comparative study of different advective schemes: Application to the MECCA model

A 3-D version of the MECCA model (Model of Estuarine and Coastal Circulation Assessment) is used to simulate the dynamics of the Eastern part of the English Channel. This area is characterized by a strong tidal turbulent regime and a frontal zone identified near the French coast by a low-salinity band. The model uses the upwind scheme to approximate the advective terms. Results show that the model overestimates the band width of the frontal zone and that this anomaly is definitely caused by the numerical diffusion introduced by the so-called upwind scheme (first-order approximation). In this paper, we study the flux-limiter schemes as an alternative to the upwind method in order to reduce this non-physical diffusion. To illustrate the improvements provided by this type of schemes, a comparison in 2-D schematic cases is made between the upwind and centered scheme with more recent higher-order schemes combined with limiter namely Minmod, Superbee, Van Leer and Monotonized Centered (MC) (called also MUSCL scheme). Respecting the CFL condition, our numerical simulations show that the flux-limiter schemes reduce the numerical diffusion and eliminate the oscillations caused by the non-limited higher-order schemes. For the schematic and realistic cases, the Superbee limiter is a good compromise between shape preservation and computational cost.     

城市PM2.5扩散网络模型的研究

以复杂网络理论为基础,运用最短增广链算法构建城市PM2.5扩散的容量网络模型。通过分析城市环境中水平距离、海拔、风力等因素的作用,对PM2.5区域性扩散的物理过程进行一次有益的探索。西安市近期空气监测数据的实证分析显示,预测值与监测值基本吻合。同时,模型输出揭示了西安市PM2.5的扩散途径。     

Barriers to the diffusion of renewable energy: studies of biogas for transport in two European cities

The diffusion of renewable energy – particularly in transport – in cities may facilitate the transition away from fossil fuels, improve air quality and reduce greenhouse gas emissions. Past studies on this topic have focused on system modelling of diffusion pathways, technology characteristics and also estimations of future availability of renewable energy, whilst neglecting the agency of producers and users. This article assesses barriers to the diffusion of biogas for transportation in cities from a system and actor perspective. Using document studies and interviews in the cities of Basel, Switzerland, and Odense, Denmark, we identify the presence of conflicting political priorities and shifting strategic objectives, resulting in mixed signals concerning the role and viability of biogas for transportation. This underlines the importance of public sector support and coherent design and implementation of strategy and policy enabling the diffusion of renewable energy.     

浆固碎石桩成桩注浆渗透影响分析

浆固碎石桩作为一种新型软土地基处理技术,其主要通过注浆改善桩体的加固效果,同时通过浆体渗透来改善桩周土体的物理力学性质,从而减小浆固碎石桩复合地基沉降。针对浆体对桩周土体的渗透作用,按照平面轴对称问题,推导出注浆渗透影响范围的计算方法和浆固区压缩模量计算公式,并通过室内模型试验研究,验证了浆固区压缩模量计算公式的正确性。随后,利用数值计算分析,对浆固区影响范围进行量化分析,并通过数值拟合得到了考虑注浆渗透影响的桩体等效半径计算公式。所得结果对工程设计具有重要的指导意义。     

铜、锌氰配合物在离子交换纤维上的扩散、吸附机理

运用Boyd液膜扩散公式和范山鹰等提出的扩散模型,考察了碱性溶液中铜、锌氰配合物在离子交换纤维上的扩散行为;通过分析吸附前后纤维上官能团的位置变化以及解吸前后纤维上元素含量的变化,研究铜、锌氰配合物在纤维上的吸附机理。实验结果表明,离子交换纤维对铜、锌配合物的吸附在反应初期,以液膜扩散为主控制步骤,反应后期,以空隙扩散为主控制步骤。并运用离子交换纤维在水溶液中具有类似胶体型物质的双电层结构解释了不同控制阶段吸附速率不同的原因,虽然各阶段吸附速率有所不同,但纤维对铜、锌氰配合物的吸附均为离子交换机制。     

挥发性污染物苯在水气界面耦合扩散的浓度分布

为研究苯水体泄漏后水气污染的浓度时空分布,利用挥发性污染物水气耦合扩散模型进行预测计算,预测结果与水槽实验相结合,准确地描述了苯在水气界面耦合扩散的浓度分布规律：沿水流方向（x轴）浓度随时间向前推移,距离投放点越远,浓度峰值越小,出现时刻越晚;沿水流深度方向（y轴）浓度分布关于投放点z=0.20 m纵断面对称,在水气界面和空间变化界面（水槽边缘）浓度出现极小值,随着挥发量的增加,浓度峰值出现的位置由水中推移至大气中;沿水流宽度方向（z轴）浓度由投放点向两侧推移。分析了亨利常数、水流速度及风速对苯耦合扩散浓度分布的影响。     

硅胶固载季鏻离子液体对CO_2的吸附

采用嫁接法制备了硅胶固载季鏻双三氟甲烷磺酰亚胺盐离子液体,并将其用于对CO2的吸附,考察了吸附剂的吸附等温线及循环使用性,并运用均相表面扩散模型(HSDM)研究了吸附动力学。采用FTIR和TG等技术对试样进行了表征。表征结果显示:离子液体已成功固载到硅胶上;煅烧活化硅胶对季鏻离子液体(C-Si O2-P4T)的固载量为5.39%(w);固载试样基本保持了硅胶的孔道特征。实验结果表明:C-Si O2-P4T具有较高的CO2平衡吸附量,且能显著提高CO2/N2吸附选择性,循环使用6次仍保持良好的吸附能力;HSDM可较好地拟合CO2在C-Si O2-P4T内的扩散行为,40℃下的扩散系数在10-7 m2/s数量级,与硅胶同级,优于纯季鏻离子液体。