河流氧化亚氮产生和排放研究综述

氧化亚氮(N2O)是仅次于二氧化碳(CO2)和甲烷(CH4)的重要温室气体.由于人类活动对土地的影响导致河流系统中氮的可利用性增加,河流生态系统的N2O排放量正日益增长.本文对国内外河流水体N2O溶存浓度和饱和度、水-气界面排放通量及沉积物-水界面交换通量等数据进行了收集,并总结和分析了河流生态系统中N2O的产生机制及主要影响因子.     

基于情景信息扩散模型的雾霾社会风险演化仿真研究

雾霾灾害不仅危害公众健康,且风险信息的传播会引发社会次级风险。为了研究社会风险信息的扩散演化趋势,本文构建了雾霾社会风险的情景信息扩散模型。以中国2013年雾霾灾害为例,将风险信息扩散过程分为爆发期、扩散期和稳定期,分析了不同参数条件下的信息扩散规律。结果表明,政府应在风险信息爆发期和扩散期增大官方渠道信息的覆盖范围,尤其在爆发期需对自由渠道发布的信息进行严格监管,在社会风险扩大之前制定应对策略。     

Impact of leakage location and downwind storage tank on the gas dispersion in a typical chemical tank storage area

Toxic gas leakage in a tank area can have catastrophic consequences. Storage tank leakage location (particularly for high leakage) and downwind storage tanks potentially influence gas diffusion in tank areas. In this study, we developed a numerical and experimental method to investigate the impact of a high leakage location and downwind storage tank on gas diffusion based on three (1.05H, 0.90H, and 0.77H, H was the tank height, 22m) leakage field experiments on the leeward side of storage tank, which have been not conducted before. The experiments revealed an unexpected phenomenon: the maximum ground concentration first decreased and then increased with increasing leakage height. The simulations illustrated that the differences in micrometeorological conditions caused the maximum ground concentration of gas emitted from the roof to be higher than that emitted from the tank wall near the storage tank height. The downwind storage tank 1) had little influence on the entire diffusion direction but altered the local diffusion pattern; 2) reduced the maximum ground concentration (∼18.7%) and the distance from the emission source (approximately a storage tank diameter); and 3) had strong influences on the concentration, velocity, turbulence, and pressure on the leeward side. The concentration negatively correlated with the velocity, pressure, and turbulence in the middle of the two storage tanks on wind centerline. Our results can improve understanding of gas dispersion in tank areas and provide references for mitigating loss and protecting lives during emergency response processes.     

轰燃后火焰的辐射热通量计算

轰燃后火焰的热辐射危害，是目前确定建筑物间安全距离的主要依据之一。该文提出了轰燃后火焰在室外一定距离处辐射热通量的计算方法；并在喷出火焰不受室外风影响的情况下，利用小规模试验的结果对这一方法进行了验证。     

焊接工艺多源散发的高温颗粒污染物扩散特性数值模拟

为探究热工艺过程产生的热气流作用下颗粒的迁移规律,基于气固两相离散粒子模型(DPM)对多源浮射流伴生的高温颗粒的扩散特性进行了数值研究,讨论了两相流运动过程中热气流与颗粒群的温度和速度的瞬时变化情况.结果表明,对于473K£T₀£673K的高温颗粒群,温度衰减趋势类似,颗粒群温度分布呈中心对称;当5μm£d_p£20μm时,颗粒与气流之间的跟随性随着粒径的增大而降低;热羽流随时间经历了独立发展和相互合并的过程,羽流之间涡旋结构的消失导致中心位污染源散发的d_p=10μm的颗粒更容易发生沉降.     

洞庭湖钉螺扩散与水情变化规律

洞庭湖区是目前我国钉螺分布范围最广且血吸虫病疫情最难防治的疫区。为揭示近年来洞庭湖区钉螺扩散与疫区水情变化的关系，从洪水对钉螺扩散及其孳生地环境淹没时间影响考虑，提出了表征疫区钉螺扩散及孳生地变化的水情指标，选用最能综合反映洪水年水情变化的汛期平均水位作为疫区水情变化的表征指标，并以洞庭湖为例定量分析了洞庭湖区钉螺扩散与以城陵矶站汛期平均水位为指示性指标的疫区水情的相关关系。其结果显示洞庭湖区钉螺面积与湖区汛期平均水位线性相关性显著，其相关关系式为y＝0.107 2x+14382(r=0822,p<005)，其中y为洞庭湖区钉螺分布面积，x为城陵矶站汛期平均水位。     

长江河口潮区界溶解态无机氮磷的通量

利用长江河口潮区界大通站的水质资料探讨了溶解态无机氮、磷浓度和通量的变化。结果表明：NO3^-,NH4^ ,DIN的浓度随季节变化不明显，而NO2^-,PO4^3-的浓度是枯季较高、洪季较低：1963－1984年间，NO3^-,NO2^-,NH4^ 、DIN和PO4^3-的年平均浓度分别为17．1、0．43、7．1、24．7、0．19μmol/L，平均通量分别为33．1、0．51、3．67、10．5和0．54kg/s，平均年通量分别为104.44,1.61,11.56,33.1和1.70万t；溶解态无机氮、磷的通量由于受到流量的影响而在年内分配不均匀，其中NO3^-,NO^-,NH4^ DIN和PO4^3-在洪季的通量分别为全年的72．9％，58．1％、69．2％、71％和68．3％；NO3^-,NO2^-，DIN年通量的总变化趋势是稳步上升，且与氮肥使用量成高度显著的正线性相关。1998年，NO3^-,NO2^-,NH4^ 和PO4^3-的年通量分别为477．3，1．356、3．097和2．296万t。     

Effect of density-driven flow on the through-diffusion experiment

Diffusion is one of the main mechanisms of solute transport in pore water of geologic media. The effective diffusion coefficient of a solute in a rock is usually measured by the through-diffusion experiment. However, in this experiment, the effect of advection, induced by density difference between dense aqueous solution and pure water, has not been considered. To evaluate the effect of density-driven flow, a through-diffusion experiment using Fontainebleau sandstone was conducted for KCl and KI aqueous solutions with various densities. The measured effective diffusion coefficients were positively correlated with the density difference; the effective diffusion coefficient of a 1 M KI solution (density difference, 0.119 g/cm³) was one order of magnitude larger than that of a 0.1 M KCl solution (density difference, 0.005 g/cm³). The result is explained by a theoretical model using a diffusion–advection equation including Darcy's law. Based on the theory, a diagram to evaluate the condition at which the measured effective diffusion coefficient does not include the effect of advection is presented.     

小型池塘水-气界面CH4冒泡通量的观测

为了量化亚热带浅水养殖塘CH_4冒泡通量占CH_4总通量的比例,选取安徽省全椒县两个小型池塘为研究对象,采用倒置漏斗法和顶空平衡法,自2016年7月28日至8月13日观测夏季水-气界面的CH_4通量.结果表明,两个池塘CH_4冒泡通量分别是121.78 mg·(m~2·d)~(-1)和161.08 mg·(m~2·d)~(-1),CH_4扩散通量分别是3.38 mg·(m~2·d)~(-1)和3.79 mg·(m~2·d)~(-1),CH_4冒泡通量占总通量比例分别是97.5%和96.4%.CH_4冒泡通量具有高度空间异质性,A塘CH_4冒泡通量的变化范围为0.11~446.90 mg·(m~2·d)~(-1),B塘CH_4冒泡通量变化范围为0.05~607.51 mg·(m~2·d)~(-1).两个池塘的气体冒泡速率都是白天高于夜间,主要受风速控制.对于较浅的池塘,在小时尺度上,CH_4冒泡通量的主要影响因素是风速;在日尺度上,CH_4冒泡通量的主要影响因素是风速和水深,其中CH_4冒泡通量与风速呈正相关关系,与水深呈负相关关系.不同纬度的水体CH_4冒泡通量不同,中纬度地区的淡水环境比高纬度地区CH_4冒泡通量更高.通过观测手段量化小型浅水池塘CH_4冒泡通量,可以为准确估算内陆水体对区域和全球碳循环的贡献提供数据支持和理论参考.     

2015~2018年中国代表性城市PM2.5浓度的城乡差异

选取中国6大城市群中的11座代表性城市为研究区域,将监测站点划分为城区、郊区和乡村站,进而分析各城市间PM_2.5浓度的城乡差异规律.结果表明,同一城市群各城市之间,或同一城市的城区、郊区、乡村站间PM_2.5日变化皆较为相似.京津冀和长三角地区的城市城区PM_2.5浓度最高,高于郊区7.8%~9.7%,高于乡村11.3%~16.9%,而粤港澳大湾区和内陆城市群（成渝、长江中游、关中平原城市群）的城市郊区PM_2.5浓度最高,高于城区2.6%~11.2%,高于乡村16.7%~26.5%.各城市间城乡PM_2.5浓度差值的日变化规律不尽相同,可呈单峰（如上海）或双峰（如杭州）变化,极值可出现在白天（如广州）,亦可在夜间（如深圳）.PM_2.5的排放与传输扩散共同对11城市城乡PM_2.5浓度分布产生影响.