Improved computational model (AQUIFAS) for activated sludge, integrated fixed-film activated sludge, and moving-bed biofilm reactor systems, part III: analysis and verification

Research was undertaken to analyze and verify a model that can be applied to activated sludge, integrated fixed-film activated sludge (IFAS), and moving-bed biofilm reactor (MBBR) systems. The model embeds a biofilm model into a multicell activated sludge model. The advantage of such a model is that it eliminates the need to run separate computations for a plant being retrofitted from activated sludge to IFAS or MBBR. The biofilm flux rates for organics, nutrients, and biomass can be computed by two methods-a semi-empirical model of the biofilm that is relatively simpler, or a diffusional model of the biofilm that is computationally intensive. Biofilm support media can be incorporated to the anoxic and aerobic cells, but not the anaerobic cells. The model can be run for steady-state and dynamic simulations. The model was able to predict the changes in nitrification and denitrification at both pilot- and full-scale facilities. The semi-empirical and diffusional models of the biofilm were both used to evaluate the biofilm flux rates for media at different locations. The biofilm diffusional model was used to compute the biofilm thickness and growth, substrate concentrations, volatile suspended solids (VSS) concentration, and fraction of nitrifiers in each layer inside the biofilm. Following calibration, both models provided similar effluent results for reactor mixed liquor VSS and mixed liquor suspended solids and for the effluent organics, nitrogen forms, and phosphorus concentrations. While the semi-empirical model was quicker to run, the diffusional model provided additional information on biofilm thickness, quantity of growth in the biofilm, and substrate profiles inside the biofilm.     

MnO2对海底沉积物ANAMMOX菌的富集培养影响

采用上流式固定床反应器,在常温下连续运行,考察MnO2对海洋性ANAMMOX菌富集培养的影响,其中接种的海洋海底沉积物采自大连市附近海域。结果表明,在反应器运行近150d中,加入MnO2的R1反应器的最大总氮去除速率为137．82gN／（m3·d）,比没有加人MnO2的R2反应器高出近20gN／（m3·d）。在低温环境（10～15℃）运行时,R1反应器的氨氮和亚硝氮去除率比R2反应器均高出10％,且Rl反应器对温度变化的适应性和运行稳定性都好于R2反应器。这表明MnO2的加入确实在一定程度上促进了海洋性ANAMMOX细菌的富集,并增强了ANAMMOX反应器对温度变化的适应性,使其能够在较宽的温度范围下运行。     

基于STPA和模糊BN的装配式建筑吊装施工安全风险分析

为有效评估装配式建筑吊装施工中的安全风险状态,识别关键风险因素,运用系统理论过程分析方法(STPA)构建吊装施工过程中的控制反馈结构,识别导致危险的不安全控制行为,确定不安全控制行为的致因因素;基于风险因素间的关联关系构建贝叶斯网络(BN)模型,推理计算装配式建筑吊装施工安全风险状态概率,并结合反向诊断推理分析影响安全事故的风险因素;通过敏感性分析,识别装配式建筑吊装施工安全中的关键风险因素。结果表明：装配式建筑吊装施工安全风险处于低风险状态;起重机械超负荷运行、现场安全管理不到位和吊索吊具存在缺陷等因素是影响装配式建筑吊装施工安全风险的关键风险因素。     

2016年10～11月期间北京市大气颗粒物污染特征与传输规律

本研究采用气溶胶化学组分在线监测仪（ACSM）对北京地区2016年10月15日~11月15日期间非难熔性PM₁（NR-PM₁）化学组分进行实时连续在线观测,探讨了NR-PM₁化学组分的演变特征;运用潜在源贡献分析（PSCF）法和气象-空气质量模式（WRF-CAMx）识别了北京PM_2.5潜在污染源区和传输路径,揭示了PM_2.5净传输通量的垂直分布特征.结果表明,北京秋季NR-PM₁和PM_2.5质量浓度分别为（59.16±57.05）μg·m^-3和（89.82±66.66）μg·m^-3,其中NR-PM₁平均占PM_2.5的（70.31±22.28）%.整个观测期间,有机物（Org）、硝酸盐（NO₃^-）、硫酸盐（SO₄^2-）、铵盐（NH₄⁺）和氯化物（Chl）分别占NR-PM₁总质量浓度的（42.75±11.35）%、（21.27±7.72）%、（19.11±7.08）%、（12.19±2.64）%和（4.68±3.24）%,不同化学组分的日变化特征存在明显差异.对北京秋季NR-PM₁污染影响较大的潜在源区主要集中在河北南部、河南东北部及山东西部,重污染期间保定、北京南部及廊坊等城市对NR-PM₁贡献较大.WRF-CAMx模拟结果表明,PM_2.5总的净传输通量呈现出显著的垂直分布特征.整个观测期间,毗邻城市主要向北京输入PM_2.5,净通量最大出现在海拔600~1000 m;而重污染前期外来源输送PM_2.5主要位于高空,直到污染最严重的11月5日,PM_2.5转为近地面传输,说明高空和近地面传输是影响北京秋季PM_2.5重污染形成的重要因素.同时鉴别出了两种传输路径,即西南-东北方向（保定→北京→承德）和西北-东南方向（张家口→北京→廊坊北→天津）.     

污水土地处理系统几种生物填料的污染物去除性能研究

污水土地处理系统具有运行处理成本低、设备少、管理简单、处理效果稳定、便于就地回用等特点.填料是污水土地处理系统的重要组成部分,在土地处理系统对污水的净化过程中起着关键作用.试验共选择5种生物填料砖块、混凝土块、煤渣、陶粒、碎石进行了研究.结果表明,表面粗糙、孔隙率高的煤渣对各种污染物的去除效果最好,CODCr平均去除率为56.76%,BOD5平均去除率为86.33%,TN平均去除率为25.70%,TP的平均去除率为56.25%.陶粒、碎石、混凝土、砖块的去除效果依次降低.     

支化聚乙烯亚胺功能化磁性纳米吸附剂的制备及对Cu2+的吸附研究

为解决水体中重金属Cu²⁺污染,本研究首先采用水热法制备得到超顺磁四氧化三铁纳米粒子,然后使用对Cu²⁺具有强络合作用的含有丰富氨基官能团的支化聚乙烯亚胺接枝到纳米粒子表面,得到Fe₃O₄@BPEI磁性纳米吸附剂。采用红外光谱(FTIR)、X射线粉末衍射(XRD)、透射电子显微镜(TEM)等对其结构、尺寸及形貌进行表征。研究了不同吸附因素对吸附剂吸附Cu²⁺的影响,确定了最佳吸附条件,并通过吸附动力学模型和吸附等温线模型进一步探讨吸附机理。结果表明：支化聚乙烯亚胺成功接枝到四氧化三铁纳米粒子表面。最佳吸附条件为pH=6.0、吸附平衡时间为40 min、吸附剂用量为10 mg。通过实验数据拟合,Fe₃O₄@PEI吸附Cu²⁺的过程符合Langmuir等温吸附方程和拟二级动力学模型,表明吸附过程为化学吸附控制的单分子层覆盖,在303 K时,模型理论饱和吸附量为141.24 mg/g。表明支化聚乙烯亚胺修饰的磁性纳米吸...     

地下水污染的数值模拟及污染预测研究——以迁安市某项目的Cr~(6+)污染为例

针对地下水污染的数值模拟及污染预测问题,以迁安市某项目为例,建立了厂区及邻近地区地下水渗流模型和溶质运移模型,选用该项目的特征污染物Cr6+作为模拟因子,介绍了研究区水文地质条件,包括厂区位置及地形地貌、场地水文地质条件和场地水文地质试验,给出了建立地下水渗流数值模型,主要有地下水渗流数值模型和数值模型构建及识别验证,对地下水污染模拟预测,包括源强设定及模拟预测原则、地下水污染模拟预测和对地下水中Cr6+的浓度变化。     

Occurrence and impact of polychlorinated dibenzo-p-dioxins/dibenzofurans in the air and soil around a municipal solid waste incinerator

To assess the influence of polychlorinated dibenzo-p-dioxins and polychlorinated dibenzofurans(PCDD/Fs) on the environment in the vicinity of municipal solid waste incinerators(MSWIs), we determined the levels of PCDD/Fs in air and soil samples collected around a MSWI, which is the largest in China. The International Toxicity Equivalency Quantity(I-TEQ) concentrations of PCDD/Fs in air samples were from 0.0300 to 1.03 pg I-TEQ/m~3(0.445–13.6 pg/m~3), with an average of 0.237 pg I-TEQ/m~3, while in soil samples they ranged from 0.520 to 3.40 pg I-TEQ/g(2.41–88.7 pg/g) with an average of1.49 pg I-TEQ/g. The concentrations of PCDD/Fs in air and soil samples were comparable to other areas, and Pe CDFs were the dominant contributors, which was different from stack gas homologue patterns. Multivariate statistical analysis showed that PCDD/Fs emission from the MSWI did not directly affect the profiles of PCDD/Fs in air and soils, so that vehicles and unidentified emission sources should be considered. The daily inhalation levels of PCDD/Fs for children(0.0110 to 0.392 pg I-TEQ/(kg·day) and adults(0.00600 to 0.221 pg I-TEQ/(kg·day) near the MSWI were lower than the tolerable daily intake of 1.00 to 4.00 pg WHO-TEQ/(kg·day), but in winter the values were higher than in summer. These results can be used as basic data for assessing the risk of PCDD/Fs exposure in residents living around this MSWI, and more monitoring programs and studies should be carried out around MSWIs.     

Effect of wet flue gas desulfurization (WFGD) on fine particle (PM2.5) emission from coal-fired boilers

In this study, the characteristics of fine particles before and after wet flue gas desulfurization(WFGD) in three coal-fired heating boilers in northern China were investigated by using a dilution-based emission sampling experimental system. The influences of the WFGD process on the mass and number concentrations as well as the chemical composition of fine particles were analyzed. The removal efficiency of desulfurization processes on particulate matter mass was 30.06%–56.25% for the three study units. The WFGD had a great influence on the size distributions of particle mass concentration and number concentration. A significant increase in the number and mass concentration of particles in the size range of 0.094–0.946 μm was observed. The watersoluble ion content accounted for a very large proportion of PM_(2.5) mass, and its proportion in PM_(2.5) increased from 28.39%–41.08% to 48.96%–61.21% after the WFGD process for the three units. The desulfurizing process also drastically increased the proportion of cation component(Ca~(2+) for unit A, Mg~(2+) for unit B, and Na+for unit C) and the proportion of SO_4~(2-) in PM_(2.5), and it increased the CE/AE values of PM_(2.5) from 0.82–0.98 to 0.93–1.27 for the three study units.