2005年1-2月国内环境事件数据

简要统计了2005年1-2月国内发生的各种环境事件55起,包括污染事件(21起)、山体滑坡和泥石流(9起)、地震(11起)以及其他自然灾害(14起).最后对海洋污染和海洋灾害进行了讨论.     

综合关联分析在火灾分析中的应用

应用灰色综合关联分析理论,以1994年至1998年中国火灾成因及后果的统计数据为样本,选取了造成火灾的5种原因,分别以事故起数、死亡人数、直接经济损失为系统特征,对系统进行了综合关联分析和优势分析,为掌握火灾发生规律及进行火灾预防等提供了依据.     

自助加油站典型静电事故案例分析及防范措施

随着自助加油站在我国的不断推广和普及,其安全防护问题也日益凸显.为了促进我国自助加油站的安全管理,降低自助加油站的运营风险,首先对自助加油站面临的安全风险做了阐述,然后针对国内外自助加油站的典型静电事故案例进行了分析、整理及总结,并在参考和借鉴国外自助加油站相关法规的基础上,提出了一系列有针对性的静电事故防护措施.     

Characterization of Storm Flow Dynamics of Headwater Streams in the South Carolina Lower Coastal Plain1

Epps, Thomas H., Daniel R. Hitchcock, Anand D. Jayakaran, Drake R. Loflin, Thomas M. Williams, and Devendra M. Amatya, 2012. Characterization of Storm Flow Dynamics of Headwater Streams in the South Carolina Lower Coastal Plain. Journal of the American Water Resources Association (JAWRA) 1‐14. DOI: 10.1111/jawr.12000 Abstract: Hydrologic monitoring was conducted in two first‐order lower coastal plain watersheds in South Carolina, United States, a region with increasing growth and land use change. Storm events over a three‐year period were analyzed for direct runoff coefficients (ROC) and the total storm response (TSR) as percent rainfall. ROC calculations utilized an empirical hydrograph separation method that partitioned total streamflow into sustained base flow and direct runoff components. ROC ratios ranged from 0 to 0.32 on the Upper Debidue Creek (UDC) watershed and 0 to 0.57 on Watershed 80 (WS80); TSR results ranged from 0 to 0.93 at UDC and 0.01 to 0.74 at WS80. Variability in event runoff generation was attributed to seasonal trends in water table elevation fluctuation as regulated by evapotranspiration. Groundwater elevation breakpoints for each watershed were identified based on antecedent water table elevation, streamflow, ROCs, and TSRs. These thresholds represent the groundwater elevation above which event runoff generation increased sharply in response to rainfall. For effective coastal land use decision making, baseline watershed hydrology must be understood to serve as a benchmark for management goals, based on both seasonal and event‐based surface and groundwater interactions.     

Flooding in Texas: Examination of Temporal Changes and Impacts of Tropical Cyclones

Annual maximum peak discharge measurements from 62 stations with a record of at least 70 years are used to assess extreme flooding in Texas at the regional scale. This work focuses on examination of the validity of the stationarity assumption and on the impact of tropical cyclones (TCs) on the upper tail of the flood peak distribution. We assess the validity of the stationarity assumption by testing the records for abrupt and gradual changes. The presence of abrupt changes in the first two moments of the flood peak distribution is assessed using the Lombard test. We use the Mann‐Kendall test to examine the presence of monotonic trends. Results indicate that violations of the stationarity assumption are most commonly caused by abrupt changes, which are often associated with river regulation. We fit the time series of stationary flood records with the generalized extreme value distribution to investigate whether TCs control the upper tail of the flood peak distribution. Our results indicate that TCs play a diminished role in shaping the upper tail of the flood peak distribution compared with areas of the eastern United States subject to frequent TCs.     

Do Polynomials Adequately Describe the Hypsometry of Monadnock Phase Watersheds?

Hypsometry has been shown to be a useful tool in geomorphic analysis of watersheds with the use of third‐degree polynomial equations to express the hypsometric curve. Despite its usefulness with watersheds in the equilibrium stage, the third‐degree polynomial has been found to be inadequate to describe the hypsometry of Monadnock phase watersheds. Three other equations — a modified third‐degree polynomial with a rational term, a sigmoidal model, and a double exponential — were used to determine hypsometric attributes of 32 Monadnock phase watersheds and compared to the third‐degree polynomial form. The three other equations were found to be better fits for Monadnock phase watersheds than the third‐degree polynomial equation, regardless of which ratio — area or elevation — was plotted as the independent variable. Due to the occasional failure of each functional form to give logical values for hypsometric attributes, the importance of using more than one form equation is discussed. After determining the best‐fit equation for each watershed, the usefulness of hypsometric attributes is discussed in relation to erosion processes within Monadnock phase watersheds.     

Curve Number Derivation for Watersheds Draining Two Headwater Streams in Lower Coastal Plain South Carolina,USA

The objective of this study was to assess curve number (CN) values derived for two forested headwater catchments in the Lower Coastal Plain (LCP) of South Carolina using a three‐year period of storm event rainfall and runoff data in comparison with results obtained from CN method calculations. Derived CNs from rainfall/runoff pairs ranged from 46 to 90 for the Upper Debidue Creek (UDC) watershed and from 42 to 89 for the Watershed 80 (WS80). However, runoff generation from storm events was strongly related to water table elevation, where seasonally variable evapotranspirative wet and dry moisture conditions persist. Seasonal water table fluctuation is independent of, but can be compounded by, wet conditions that occur as a result of prior storm events, further complicating flow prediction. Runoff predictions for LCP first‐order watersheds do not compare closely to measured flow under the average moisture condition normally associated with the CN method. In this study, however, results show improvement in flow predictions using CNs adjusted for antecedent runoff conditions and based on water table position. These results indicate that adaptations of CN model parameters are required for reliable flow predictions for these LCP catchments with shallow water tables. Low gradient topography and shallow water table characteristics of LCP watersheds allow for unique hydrologic conditions that must be assessed and managed differently than higher gradient watersheds.     

基于GIS环境管理平台聚类分析的实现

高效数字化管理技术是我国环境管理工作的关键和必然趋势。地理信息系统和多元统计方法虽然在环境管理中已经得到一定程度的应用,但这两种高效工具几乎处于"脱节"状态;文章在GIS平台上有效地集成了系统聚类分析方法,有利于区域环境质量管理对空间海量数据的分析,文章重点介绍了系统聚类谱系图的生成算法与绘制中的难点,并用实例验证了该算法的可靠性和实用性。     

对改进我国生产安全事故统计工作的思考

做好生产安全事故统计工作,是国家制定相应的安全生产法规、政策和科学发展规划的重要依据,也是指导和加强安全生产管理、监督和监察工作的基础。本文简要回顾了我国生产安全事故统计工作发展情况;指出了当前事故统计工作中存在的问题;针对这些问题,作者就改进我国生产安全事故统计工作、进一步完善生产安全事故统计指标体系以及如何向国际劳工组织提供我国职业伤害统计数据等提出了自己的建议。     

物流量统计量纲研究

物流量量纲的统一标准化是物流量研究的基础,影响到物流规划实施的准确性.针对目前物流量统计量纲没有统一标准的问题,提出了物流标准当量这一物流量单位,统一了物流量统计口径,丰富了物流研究的相关于物流量的统计理论,使不同物流实现可加性,并可与市场容量挂钩,为更科学分析、研究和规划物流业打下基础.