基于多期遥感数据对岱海湿地的景观格局分析

文章提取了3期遥感数据的湿地类型,通过对景观格局的动态变化分析,说明了人为干扰和气候因素对岱海湿地的影响,为湿地管理提供了依据。     

高锰酸盐指数一酸性法空白质量控制研究

常规监测高锰酸盐指数-酸性法,通过对高锰酸盐指数空白测试与检测限、空白质控图、空白加标回收率进行测试研究,可以得到理想的监测结果。     

亚甲蓝分光光度法测定水体阴离子表面活性剂方法的探讨

LAS是地表水和地下水水质的必测项目,国标（GB7494—87）方法操作复杂,要重复萃取四次后再洗涤,有机溶剂消耗量大,而且相当的耗时,本文通过同步实验对比与分析,得出：一次性加入20mL氯仿萃取加洗涤的方法其测定结果较好,而且极大地减轻了氯仿对分析人员身体的损害程度。测定结果有较好的精密度和准确度。本方法具有可观的经济性、安全性和可操作性。     

梨树县农业生态环境的分析与建议

生态保护的重点是保护自然资源及由其组成的各类生态系统,预防环境污染和生态破坏,改善和恢复生态系统的环境功能,维护生态平衡。我县工业发展迅速,生态环境面临的压力不断加大,为改善其生态环境现状及存在问题,提出对策与建议,以实现全县经济社会的可持续发展。     

3S技术在地震研究领域应用的研究进展

随着3S(RS、GIS、GPS)技术的快速发展,其在地震领域上的应用已引起国内外研究机构和学者的广泛关注。以Web of Science核心数据集为文献源,检索2000-2019年3S技术应用于地震领域的文献,利用Citespace可视化分析软件进行文献分析,通过探究研究主题及研究热点的演变趋势,总结分析了当前研究前沿。研究结果表明,3S技术应用于地震领域涉及到了多个交叉学科及方向,体现出地震领域的研究具有广泛性和综合性的特点;通过聚类分析,发现可划分为8个知识群组,形成了以"地震案例"与"板块运动"为主的两条演化路径;关键词分析表明"合成孔径雷达应用"、"模型反演","滑动分布研究"成为近几年的研究热点,并趋向于多样化的趋势发展。     

兰州城区大气PM2.5污染特征及来源解析

为探究兰州城区PM_(2.5)的污染特征及其来源,分别在兰州市城关区和西固区设置PM_(2.5)采样点,于2013年10月(非采暖期)和12月(采暖期)采集样品并进行分析,得到了PM_(2.5)及其16种化学组成的质量浓度.结果表明,兰州城区PM_(2.5)污染水平较高,平均质量浓度为129μg·m~(-3).样品无机元素平均质量浓度为:SCaFeAlMgPbZnMnTiCu,其中S、Ca、Fe、Al的质量浓度在1μg·m~(-3)以上,是主要元素组分;样品各无机元素质量浓度表现为采暖期高于非采暖期,城关区高于西固区.样品水溶性离子平均质量浓度为:SO~(2-)_4NO~-_3NH~+_4Cl~-K~+Na~+,其中SO~(2-)_4、NO~-_3、NH~+_4的质量浓度在10μg·m~(-3)以上,是主要离子组分;样品各水溶性离子质量浓度表现为采暖期高于非采暖期,西固区高于城关区.富集因子(EF)分析结果表明,元素Al、Ca、Mg、Ti的EF值均小于1以自然来源为主;元素Cu、Pb、S、Zn的EF值显著大于10,表明这4种元素在PM_(2.5)中高度富集,且主要源于人为活动造成的污染.主成分分析结果表明,交通排放源、生物质燃烧源、土壤源和二次粒子对兰州城区大气PM_(2.5)贡献显著.     

基于快速聚类方法分析常州市区PM2.5的统计特性

运用统计方法研究常州市区2013~2014年6个国控点六项基本污染物(SO_2、NO_2、CO、O_3、PM_(2.5)和PM_(10))月平均浓度变化,结果表明,除O_3外,其它五项污染物月平均浓度夏季较低冬季较高.颗粒物与风速之间的关系为PM_(2.5)浓度随风速的升高一直降低,PM_(10)随风速的升高浓度先降低后升高.采用快速聚类分析(k-means)并运用SWV和DIV指数对六项基本污染物进行分类,得到4个样本分类.与依据颗粒物化学成分或粒径谱对PM进行源解析方法不同,本研究更多是从PM_(2.5)与其它污染物相关关系以及污染程度等角度按照欧式距离进行分类.不同类中PM_(2.5)来源明显不同,类1中PM_(2.5)与化石燃料燃烧排放密切相关,类2与O_3密切相关,类3与城市不完全燃烧排放、区域灰霾污染密切相关,类4可以归类于城市"背景"类.快速聚类分析结果也表明常州市区PM_(2.5)有着复杂的来源.     

Two-step accelerated mineral carbonation and decomposition analysis for the reduction of CO2 emission in the eco-industrial parks

Carbon dioxide（CO2） emissions are a leading contributor to the negative effects of global warming. Globally, research has focused on effective means of reducing and mitigating CO2 emissions. In this study, we examined the efficacy of eco-industrial parks（EIPs） and accelerated mineral carbonation techniques in reducing CO2 emissions in South Korea.First, we used Logarithmic Mean Divisia Index（LMDI） analysis to determine the trends in carbon production and mitigation at the existing EIPs. We found that, although CO2 was generated as byproducts and wastes of production at these EIPs, improved energy intensity effects occurred at all EIPs, and we strongly believe that EIPs are a strong alternative to traditional industrial complexes for reducing net carbon emissions. We also examined the optimal conditions for using accelerated mineral carbonation to dispose of hazardous fly ash produced through the incineration of municipal solid wastes at these EIPs. We determined that this technique most efficiently sequestered CO2 when micro-bubbling, low flow rate inlet gas, and ammonia additives were employed.     

Fast increasing of surface ozone concentrations in Pearl River Delta characterized by a regional air quality monitoring network during 2006-2011

Based on the observation by a Regional Air Quality Monitoring Network including 16 monitoring stations, temporal and spatial variations of ozone(O3), NO2and total oxidant(Ox) were analyzed by both linear regression and cluster analysis. A fast increase of regional O3concentrations of 0.86 ppbV/yr was found for the annual averaged values from 2006 to 2011 in Guangdong, China. Such fast O3increase is accompanied by a correspondingly fast NOx reduction as indicated by a fast NO2 reduction rate of 0.61 ppbV/yr. Based on a cluster analysis, the monitoring stations were classified into two major categories – rural stations(non-urban) and suburban/urban stations. The O3concentrations at rural stations were relatively conserved while those at suburban/urban stations showed a fast increase rate of 2.0 ppbV/yr accompanied by a NO2 reduction rate of 1.2 ppbV/yr. Moreover, a rapid increase of the averaged O3 concentrations in springtime(13%/yr referred to 2006 level) was observed, which may result from the increase of solar duration, reduction of precipitation in Guangdong and transport from Eastern Central China. Application of smog production algorithm showed that the photochemical O3production is mainly volatile organic compounds(VOC)-controlled. However, the photochemical O3production is sensitive to both NOx and VOC for O3pollution episode. Accordingly, it is expected that a combined NOx and VOC reduction will be helpful for the reduction of the O3 pollution episodes in Pearl River Delta while stringent VOC emission control is in general required for the regional O3 pollution control.     

Quantitative method to determine the regional drinking water odorant regulation goals based on odor sensitivity distribution：Illustrated using 2-MIB

Taste and odor （T/O） in drinking water often cause consumer complaints and are thus regulated in many countries. However, people in different regions may exhibit different sensitivities toward WO. This study proposed a method to determine the regional drinking water odorant regulation goals （ORGs） based on the odor sensitivity distribution of the local population. The distribution of odor sensitivity to 2-methylisobomeol （2-MIB） by the local population in Beijing, China was revealed by using a normal distribution function/model to describe the odor complaint response to a 2-MIB episode in 2005, and a 2-MIB concentration of 12.9 ng/L and FPA （flavor profile analysis） intensity of 2.5 was found to be the critical point to cause odor complaints. Thus the Beijing ORG for 2-MIB was determined to be 12.9 ng/L. Based on the assumption that the local FPA panel can represent the local population in terms of sensitivity to odor, and that the critical FPA intensity causing odor complaints was 2.5, this study tried to determine the ORGs for seven other cities of China by performing FPA tests using an FPA panel from the corresponding city. ORG values between 12.9 and 31.6 ng/L were determined, showing that a unified ORG may not be suitable for drinking water odor regulations. This study presents a novel approach for setting drinking water odor regulations.