深圳市坪山河水污染现状分析及评价

坪山河是深圳的主要河流之一。通过对坪山河在深圳河段的水源现状分析及未来预测,初步探讨坪山河的治理措施。     

云龙水库氮、磷污染原因分析及对策措施

依据云龙水库库区和入库河道水质现状监测结果,对造成云龙水库污染的总磷、总氮的变化情况和污染来源构成进行了初步分析,并提出预防控制污染的对策措施。     

北京市空气质量时间变化特点分析

本文以北京市为例,对北京市2000—2004年的空气质量日报（包括首要污染物,污染指数,空气质量级别以及空气质量状况等）进行分析研究,得出其年变化和月变化的特征以及中重度污染日的分布特征,结果表明,从2000年到2004年中,北京市2001年和2002年的污染颇为严重,其平均的污染指数为113和112。北京市一年中,冬季污染较为严重,尤其是12和1月两个月份,这与北京市的能源结构是密切相关的。2001年是中重度污染日最多的年份,为23天;中重度污染日持续天数最多的是8天,是在2002年4月份;中重度污染多发生在3月份、4月份以及11月份,北京市的首要污染物是可吸入颗粒物。     

赋权共原点灰色聚类方法在水库富营养化评价中的应用

以灰色理论为基础,提出了赋权共原点灰色聚类方法,并将该方法应用于10个大型水库的富营养化程度评价中,结果表明该方法具有监测数据利用率高、评价结果可靠、实用性强等特点,是一种评价水库富营养化程度的有效方法。     

化工生产企业员工提高业务素质和安全技能的探讨

针对当前化工生产企业的安全现状,分析了化工生产企业当前存在的问题及其原因,并探讨了应对这些问题的相应对策,以促进员工业务素质和安全技能水平的提高,激发员工"关爱安全,关爱生命"的本能意识。     

SO2采样方式改变后的质量分析

环境空气SO2采样由每天采样3次,每次采样30分钟的瞬时采样变成24小时的连续采样,其测定浓度都降低了。其原因主要有,监测点位重新布设后,有些采样点位向郊区转移、进气管接胶管采样、进气管有水、采样流量变小及延迟化验分析等,都影响采样结果。     

丹江口水库水位抬高面临的挑战及其对策

移民与生态环境问题是丹江口水库水位抬高所面临的主要问题。移民问题是水位抬高首当其冲需要解决的难题,存在政策法规、移民资金、安置措施、脱贫致富等问题,需要以市场为导向,综合考虑诸多因素,制定可行的移民规划,确保移民的稳定和发展。生态环境问题是非常艰巨的问题,水土流失严重、污染源与污染总量日益增加、水质下降、支流库湾富营养化进程加剧等问题将困扰水库的运行与管理,后靠移民的生产生活也在一定程度上对生态环境产生影响;建议成立专门的监管机构,全方位开展水源地保护工作,确保水库水质安全和南水北调中线工程战略目标的实现。     

福建省城市生活饮用水源地水质状况及保护措施

以2003年-2008年饮用水源地水质监测数据为基础,对福建省城市生活饮用水源地水质进行评价及趋势分析。评价结果表明：福建省城市生活饮用水源地水质总体较好,水质逐年改善,冬半年水质优于夏半年,湖库型水源地未出现水质富营养化现象;不同水体类型水源地中,地下水型水源地水质最好,河流型水源地次之,湖库型水源地水质较差。本文针对福建省城市生活饮用水源地水质状况及存在的安全问题,提出了相应的饮用水源地保护措施,为领导决策部门提供一定的理论依据。     

Development and application of a two-dimensional water quality model for the Daqinghe River Mouth of the Dianchi Lake

Water quality models are important tools to support the optimization of aquatic ecosystem rehabilitation programs and assess their efficiency. Basing on the flow conditions of the Daqinghe River Mouth of the Dianchi Lake, China, two-dimensional water quality model was developed in the research. The hydrodynamics module was numerically solved by the alternating direction iteration (ADI) method. The parameters of the water quality module were obtained through the in situ experiments and the lab analyses that were conducted from 2006 to 2007. The model was calibrated and verified by the observation data in 2007. Among the four modelled key variables that were water level, CODcr, NH3-N and PO4-P, the minimum value of the coefficient of determination (CoD) was 0.69, which mean the model performed reasonably well. The developed model was then applied to simulate the water quality changes at the downstream cross-section assuming that the designed restoration programs were implemented. According to the simulated results, the restoration programs could cut down the loads of CODcr and PO4-P about 15%, however, they would have very little effect on the NH3-N removal. Besides, the water quality at the outlet cross-section would be still in class V (3838-02), indicating more measures should be taken to further reduce the loads. The study demonstrated the capability of water quality models to support aquatic ecosystem restorations.     

High-resolution modeling and evaluation of ozone air quality of Osaka using MM5-CMAQ system

High-resolution modeling approach is increasingly being considered as a necessary step for improving the monitoring and predictions of regional air quality. This is especially true for highly urbanized region with complex terrain and land-use. This study uses Community Multiscale Air Quality (CMAQ) model coupled with MM5 mesoscale model for a comprehensive analysis to assess the suitability of such high-resolution modeling system in predicting ozone air quality in the complex terrains of Osaka, Japan. The 1-km and 3-km grid domains were nested inside a 9-km domain and the domain with 1-km grid covered the Osaka region. High-resolution Grid Point Value-Mesoscale Model (GPV-MSM) data were used after suitable validation. The simulated ozone concentrations were validated and evaluated using statistical metrics using performance criteria set for ozone. Daily maxima of ozone were found better simulated by the 1-km grid domain than the coarser 9-km and 3-km domains, with the maximum improvement in the mean absolute gross error about 3 ppbv. In addition, 1-km grid results fared better than other grids at most of the observation stations that showed noticeable di erences in gross error as well as correlation. These results amply justify the use of the integrated high-resolution MM5-CMAQ modeling system in the highly urbanized region, such as the Osaka region, which has complex terrain and land-use.