The function of constructed wetland in reducing the risk of heavy metals on human health

Irrigation with polluted water from the upper Yellow River (YR) channel of Northwest China has resulted in agricultural soil being contaminated by heavy metals (HMs). This causes major concerns due to the potential health risk to the residents in this area. The present study aims to assess the efficiency of constructed wetland (CW) in reducing the heavy metal contamination in irrigation water and food crops, thus in reduction of potential health risk to the residents. The associated risk was assessed using hazard quotient (HQ) and hazard index (HI). The results showed a potential health risk to inhabitants via consumption of wheat grain irrigated with untreated water from YR. However CW could greatly reduce the human health risk of HMs contamination to local residents through significantly decreasing the concentrations of HMs in wheat grain. In theory, the reduction rate of this risk reached 35.19% for different exposure populations. Therefore, CW can be used as a system to pre-treat irrigation water and protect the residents from the potential HMs toxicity.     

利用多模式集合和多元线性回归改进北京PM_(10)预报

本研究将多模式集合预报和多元线性回归集成方法结合起来减小空气质量预报的不确定性.首先评估了北京空气质量多模式集合预报系统中3个模式成员(NAQPMS、CAMx、CMAQ)对北京地区PM10日均浓度的预报性能,在此基础上引入多元线性回归将历史观测信息纳入进来对3个模式预报结果进行集成,并将集成预报结果与3个模式算术平均的预报结果进行比较.结果发现:1不同模式的预报结果差异较大,并没有一个模式的预报技巧完全优于其它两个模式,其中CMAQ对北京PM10变化趋势的预报优于其它两个模式,NAQPMS预报的均方根误差整体低于其他两个模式.2多模式预报结果的算术平均在趋势预报和偏差两项指标上都低于部分单模式预报,并不能有效改进PM10预报;基于分站点的模式和观测数据构建的多元线性回归集成预报模型能显著提高PM10预报的准确率,选定合适的训练天数(36 d)后,28个站点PM10日均值预报的均方根误差相对单模式预报或集合平均预报下降32%~43%,预报偏差大幅减小至5.8μg·m-3,总体预报技巧显著优于单模式和多模式算术平均的预报结果,并且采用线性回归集成方法大幅提高了对污染过程的预报能力.     

导识标识设置对教学楼通道疏散能力影响研究

本文以某学院6号楼为例,研究标识设置对教学楼通道疏散能力影响,测定了不同标识设置情况楼道人流时程,结果表明：自然状态人流速峰值66．8人／min,持时2．823min,拥堵明显;立体标识使人流速峰值提升3％,使峰值持时缩短51．65％,墙面平铺张贴标识使人流速峰值提升1％,使持时缩短44．07％,立体标识优于墙面平铺张贴标识;早期疏导标识使人流速峰值提升6％,使持时缩短60．93％,使峰值出现时刻比自然状态提前约31％,疏散效果明显。同时本文分析了现有标识设置的问题和弊端。     

用CO_2改性碱渣废水强化炼油废水的硝化效能

针对炼油废水缺乏碱度而硝化效能受限问题,以CO_2曝气处理后的改性碱渣废水为碱度补充剂,按一定配比加入炼油废水好氧阶段以强化硝化效能。实验结果表明:经流量为1 L/min的CO_2连续曝气处理5 h后,碱渣废水p H可降至7.2~7.8,钙元素质量浓度可降低90.65%,并去除了部分汞、砷等有毒重金属;将该改性碱渣废水以1∶99的体积比加入炼油废水并进行生化处理,COD去除率可达90.2%;相较于未补充碱渣的炼油废水,出水ρ(NO3--N)提高25%~30%,硝化细菌菌群密度增加52%,污泥絮体形态结构未发生改变。     

UD21PK车第二横梁下片成形工艺及模具设计

对UD21PK车第二横梁下片成形工艺及变形进行分析，介绍了成形模模具结构及其工作原理。阐述了只有采取合理的工艺方案及模具结构才能提高工件的质量，满足实际生产的需要。     

西南某矿区家庭灰尘中重金属的暴露及其健康风险评价

家庭灰尘是人群居住场所的重要环境介质,人群可通过吸入、摄食及皮肤接触等途径摄入灰尘中的污染物,对健康造成一定的损伤。为探索我国西南某矿区周边村庄室内重金属的污染对人群健康的潜在风险,采用2014年3月对我国西南某矿区周边村庄室内灰尘中重金属污染水平调查的数据,结合美国EPA健康风险评价模型对人群健康风险进行分析。结果表明:人群非致癌风险和致癌风险暴露剂量均表现为儿童>成人男性>成人女性,呈现手-口摄食途径>皮肤接触途径>吸入途径,其中儿童、成人男性和成人女性手-口摄食暴露途径占总暴露剂量的98.16%、55.61%和51.5%;儿童以Pb、Cr的暴露为主,成人以Cr的暴露为主;家庭灰尘中单种重金属元素和多途径叠加的非致癌风险在8.81E-03~1.24E-02之间,均小于1,其中儿童以Pb的非致癌风险为主,经手-口摄食暴露占总风险的40%;致癌风险在4.19E-05~3.35E-04之间;A、B、C村儿童的致癌风险均高于US EPA所推荐的可接受水平10-4,其暴露剂量和健康风险均为成人男性和成人女性的5~6倍,且以Cr通过手-口摄食暴露产生的风险最大,占总风险的93%左右。     

Degradation behavior of 17αup-ethinylestradiol by ozonation in the synthetic secondary effluent

Endocrine disrupting chemicals (EDCs) in the secondary effluent discharged from wastewater treatment plants (WWTPs) are of great concern in the process of water reuse. Ozonation has been reported as a powerful oxidation technology to eliminate micropollutants in water treatment. Due to the complexity of the wastewater matrix, orthogonal experiments and single factor experiments were conducted to study the influence of operational parameters on the degradation of 17αup-ethinylestradiol (EE2) in the synthetic secondary effluent. The results of the orthogonal experiments indicated that the initial ozone and natural organic matter (NOM) concentration significantly affected EE2 degradation efficiency, which was further validated by the single factor confirmation experiments. EE2 was shown to be effectively degraded by ozonation in the conditions of low pH (6), NOM (10 mg/L), carbonate (50 mg/L), but high suspended solid (20 mg/L) and initial ozone concentration (9 mg/L). The study firstly revealed that the lower pH resulted in higher degradation of EE2 in the synthetic secondary effluent, which differed from EDCs ozonation behavior in pure water. EE2 degradation by ozone molecule instead of hydroxyl radical was proposed to play a key role in the degradation of EDCs by ozonation in the secondary effluent. The ratio between O₃ and TOC was identified as an appropriate index to assess the degradation of EE2 by ozonation in the synthetic secondary effluent.     

SynGas Production from Organic Waste Using Non-Thermal-Pulsed Discharge

Abstract

The purpose of this study was to develop a technology that can convert biogas to synthesis gas (SynGas), a low-emission substituted energy, using a non-thermal-pulsed plasma method. To investigate the characteristics of Syn-Gas production from simulated biogas, the reforming characteristics in relation to variations in pulse frequency, biogas component ratio (C₃H₈/CO₂), vapor flow ratio (H₂O/total flow rate [TFR]), biogas velocity, and pulse power were studied. A maximum conversion rate of 49.1% was achieved for the biogas when the above parameters were 500 Hz, 1.5, 0.52, 0.32 m/sec, and 657 W, respectively. Under the above conditions, the dry basis mole fractions of the SynGas were as follows: H₂ = 0.645,CH₄ = 0.081, C₂H₂ = 0.067, C₃H₆ = 0.049, CO = 0.008 and C₂H₄ = 0.004. The ratio of hydrogen to the other intermediates in the SynGas (H₂/ITMs) was 3.1.     

Levoglucosan and carbonaceous species in the background aerosol of coastal southeast China: case study on transport of biomass burning smoke from the Philippines

Introduction  

Levoglucosan and carbonaceous species in the background aerosol of coastal southeast China were measured at Jianfengling (JFL), a background mountain site in a National Reserve Park on Hainan Island, and at Hok Tsui (HT), a rural site on the southern coast of Hong Kong from April to May of 2004 during an intensive field study.     

基于灰色马尔可夫模型的城市污水量预测

城市污水量是进行排水工程设计的基础数据,灰色系统理论在预测城市污水排放量中有着广泛的应用.基于2001-2009年天津市城市污水排放量数据,建立灰色模型对2010-2015年生活污水排放量和工业废水排放量进行预测；由于工业废水排水量数据波动较大,灰色预测结果不准确,采用马尔可夫模型对灰色预测结果进行修正.结果表明,灰色马尔可夫模型预测准确性高；预计2015年,生活污水排放量为65120.57万t,工业废水排放量为19339.39万t；随着时间的推移,天津市生活污水排放量在城市污水排放总量中的百分比越来越大.