四川色达县切都柯沟“7.8”泥石流灾害特征及危险性分析

2004年7月8日四川色达县歌乐沱乡切都柯沟发生了中等规模泥石流,最大流速10.4m/s,洪峰流量156m3/s,冲出方量约7×104m3,造成了一定的财产损失。泥石流稠度大,冲击力强,具有明显的直进性特征,为粘性泥石流。切都柯沟泥石流发育阶段为壮年(偏幼)期。切都柯沟为中度危险的泥石流沟,该沟一次泥石流最大堆积危险范围39902m2,最大堆积长度284m,最大堆积厚度4.32m。提出了相应的防治措施:一是在滑坡崩塌处进行加固,采取沟岸护坡等措施;二是在沟谷上游修建谷坊、拦挡坝,以降低流速,削减泥石流能量和规模。     

安徽省"两山一湖"旅游区空间竞合分析

构建了区域旅游空间竞合的SWOT分析模型,并据此对安徽省"两山一湖"旅游区进行了分析,最后提出了"两山一湖"旅游区实施旅游空间竞合战略的具体对策和措施,以期推动整体旅游业更加快速的发展.     

Improvements in Air Quality Modelling by Using Surface Boundary Layer Parameters derived from Satellite Land Cover Data

Many atmospheric dispersion models include only simpletreatment of surface features to estimate the wind profilesand stability parameters. Detailed characterisation of theland cover, particularly in large and complex urbanconurbations, is especially important, as the surfacefeatures can vary significantly over the area. This paperdiscusses the use of satellite land cover data to derivespatially resolved surface boundary layer (SBL) parameters.These parameters have been used in an air quality model,PEARL (Prediction Air Quality in Urban and RegionalLocations) for estimating monthly and annual COconcentrations. Land cover data, derived from LANDSATThematic Mapper Imagery, has been used to estimate SBLparameters (surface roughness length, albeedo, Bowen ratioand anthropogenic heat flux) for a study area of 10000km² encompassing Greater London and the surroundingcounties. The SBL parameters have been assigned according tomajor land cover types for the whole area at a spatialresolution of 1 × 1 km. Predictions from two versions of the PEARL model (one with land cover data and one without)have been compared with each other and with measured data forannual and monthly CO concentrations from seven London airquality monitoring sites. This comparison shows thatdifferences between predicted and observed values can bereduced by up to a factor of three. The use of SBLparameters derived from land cover data also yields moredetailed predicted annual CO spatial patterns especially inand around suburban areas. The performance of both versionsof the model for monthly CO concentrations has been comparedwith a range of statistical measures. This comparisonconfirms that improved agreement is observed betweenmodelled and measured monthly CO concentrations when use ismade of spatially resolved SBL parameters.     

基于MapInfo的南京地铁砂土地基液化空间分析

南京地铁一期工程南起小行,北至迈皋桥车站,全长共约16.9 km。主干线施工区域多分布在秦淮河古河道沉积砂层,在地震等外在应力的影响下容易发生液化。由于影响砂土液化的因素有很多,且短时期内难于完全理清,而现代施工工艺需要随时对原先不准确的预测作出调整。本文介绍了一种通过引入GIS基础平台强大的图像处理功能(包括分层查询、专题地图、空间分析等)来建立砂土液化数据库并进行液化空间分析和管理的砂土液化评估方法,详细阐述了分析的过程和评价系统的建立,并对南京地铁地基液化进行了实例分析,该方法弥补了传统的砂土液化分析方法抽象、低效且不便于管理的缺点,为及时进行工程论证提供了依据。     

THREE‐DIMENSIONAL KRIGING ANALYSIS OF SEDIMENT MERCURY DISTRIBUTION: A CASE STUDY1

ABSTRACT: This study presents an application of a three‐dimensional kriging technique to estimate spatial distribution of total mercury (Hg) in the Cedar‐Ortega Rivers watershed located in the lower St. Johns River basin, Florida. The kriging procedures, including preliminary data analysis, structural data analysis and the log kriging estimation, are presented. Results show watershed wide Hg contamination of river sediment to a depth of 1.0 m. A three‐dimensional plot of Hg against the Florida Sediment Assessment Guidelines (i.e., the probable effect level or PEL) demonstrates that the Cedar River is more contaminated with Hg than the rest of the watershed. The maximum sediment depth with Hg concentrations above PEL value (0.696 mg/kg) is 1.5 m. Hg concentrations at or above this level could pose a significant hazard to aquatic organisms. Analysis of the spatial distribution of Hg in the watershed finds multiple input sources. This study suggests that there is a need to identify the major sources of Hg in the watershed, and to determine the pathways that allow Hg to enter the river.     

关中平原城市群城镇化质量时空演变及提升策略研究

从城镇发展度、城镇宜居度、城乡协调度和城镇发展效率4个维度综合评估了2005—2019年关中平原城市群城镇化质量。结果表明:①关中平原城市群城镇化质量呈快速上升趋势,但整体质量依然处于较低水平。②城镇发展系统和城镇宜居系统是关中平原城市群城镇化质量提升的重要维度,城镇发展效率和城乡协调度是城镇化质量提升的短板,经济城镇化和社会城镇化质量快速发展是城镇化质量提升的重要动力,城乡协调度是城镇化质量提升的关键维度。③研究后期关中平原城市群各城市城镇化质量差异明显缩小,城市之间的关联性增强,核心城市辐射带动作用日益凸显。     

汽车环境风洞地面区域流场数值仿真

目的 探究汽车环境风洞地面区域流场规律,获取风洞边界层抽吸装置的最佳抽吸率和底盘测功机对风洞地面区域边界层厚度、风速、总压和静压的影响规律,并比较MRF法和旋转壁面法对底盘测功机转毂转动模拟的精度。方法 运用计算流体动力学方法对汽车环境风洞流场进行数值仿真计算。结果 边界层抽吸装置对应于喷口风速120 km/h时的最佳抽吸率为0.048。底盘测功机区域总压呈现下降趋势。相比于存在底盘测功机,汽车环境风洞无底盘测功机时,底盘测功机区域内相同位置的边界层厚度会增加1.28～12.22 mm。在前转毂的前侧、上侧、后侧和后转毂的上侧和后侧会有一个高风速区域,区域内风速比设定风速高1%～4%,与无底盘测功机相比,区域内静压值低0.32～46.02 Pa。在前后转毂前侧和后侧与地面相连接的凹部会有一个低风速区域,区域内风速比设定风速低1%～5%,与无底盘测功机相比,区域内静压值高0.08～49.34 Pa。底盘测功机转毂的转动会使附近区域的地面边界层厚度变大。在前转毂前侧,采用旋转壁面法进行模拟比MRF法地面边界层厚度增加近8 mm,而在其他位置,2种模拟方法对边界层厚度的模拟差别在1.5 mm...     

安顺市土壤pH空间变异及影响因素分析

探究土壤pH的空间分布特征及其变异规律,分析环境因子对土壤pH空间分异的影响,对安顺市山地复杂环境下土壤pH的精准管理和土壤资源的可持续利用具有重要意义.基于22 851个野外采样点,综合采用全局Moran's I指数、冷热点分析、半方差函数和克里金插值的方法,从不同角度揭示了安顺市土壤pH值的空间结构特征和分布规律,...     

国土空间规划视角下流域水环境改善潜力——以长春市第二松花江流域为例

国土空间规划对新时期流域水环境保护意义重大。本文结合国土空间规划对流域水环境影响的全过程(污染产生—污染排放—污染入河)机制,构建了国土空间规划视角下流域水环境变化评估指标体系和框架。以长春市第二松花江流域为例,利用系统动力学模型和一维水动力模型QUAL2K量化了国土空间规划对流域水环境的影响。结果表明,到国土空间规划近期目标年(2025年),流域水环境状况良好,体现为流域大部分河段COD和NH₃-N达标,水环境容量最小为44.96 kg/d和5.10 kg/d。国土空间规划中的总量目标、环保设施建设和相关布局的实施将会使COD和NH₃-N污染产生量降低52.61%和14.16%;污染排放量降低26.45%和59.09%;水环境容量增加10.68%和57.17%。总体而言,国土空间规划对流域水环境改善潜力巨大,同时改善潜力因不同区域、污染源、污染物而异。本研究提出的评估框架为国土空间规划背景下流域水环境保护提供了思路。     

SPATIAL ANALYSIS FOR MONTHLY RAINFALL IN SOUTH FLORIDA1

ABSTRACT: Several methods have been developed to interpolate point rainfall data and integrate areal rainfall data from any network of stations. From previous studies, it can be concluded that models for spatial analysis of rainfall are dependent on topography, area of analysis, type of rainfall, and density of gauging network. The purpose of this study is to evaluate a set of six appropriate models for point and areal rainfall estimations over a 4000 square mile area in South Florida. In this study, a case of developing spatial continuity model for monthly rainfall from a database that had various lengths of records and missing data is documented. The spatial correlation and variogram models for monthly rainfall were developed. Six methods of spatial interpolation were applied and the results validated with historical observations. The results of the study indicate that the multiquadric, kriging, and optimal interpolation schemes are the best three methods for interpolation of monthly rainfall within the study area. The optimal and kriging methods have the advantage of providing estimates of the error of interpolation. The optimal interpolation method uses the spatial correlation function and the kriging method uses the variogram function. The two spatial functions are related. Either of the two methods provide good estimates of monthly point and areal rainfall in the study area.