河北省月平均气温分布式模型应用研究

利用1971-2000年河北省及周边126个气象台站的常规观测资料,应用月平均气温分布式模型,实现了起伏地形下河北省月平均气温的分布式模拟,制作出100 m×100 m分辨率的气温空间制图。结果表明：坝上高原和河北省平原地区地势平坦,气温分布比较均匀;燕山山脉和太行山山脉地形复杂,气温受局地地形影响显著。在角度相同的坡地上,偏南坡与偏北坡的气温差异1月>10月>4月>7月。在同一时段,偏南坡与偏北坡的气温差异随坡度的增加而增加;张家口地区多盆地河谷,气温分布均匀且较周围地区高;月平均气温分布式模型在河北省具有良好的模拟精度、时间维和空间维模拟性能及山地扩展性能。     

基于ICESat/GLAS数据的中国典型区域SRTM与ASTER GDEM高程精度评价

航天飞机雷达地形测绘(shuttle radar topography mission, SRTM)和先进星载热发射和反射辐射成像仪全球数字高程模型(advanced spaceborne thermal emission and reflection radiometer global digital elevation model, ASTER GDEM)提供了全球覆盖面积最广的数字高程模型(digital elevation model, DEM)数据, 但其高程精度还未得到充分验证, 传统地面测量方法很难适用于验证大面积范围的DEM精度.以冰、云和陆地高程卫星/地学激光测高系统(ICESat/GLAS)高程数据为参考, 综合利用地理信息系统(geographic information system, GIS)空间分析、三维可视化与统计分析方法, 对中国典型低海拔沿海平原地区和高海拔山地的两种DEM数据高程精度进行了对比分析.结果表明, 高程值小于20m的低海拔地区, SRTM高程精度达到2.39m, ASTER GDEM的精度达到4.83m, 均远远高于这两种数据的标称精度; 而在西南山地, 这两种DEM的精度大约为20m, 与标称精度相当.最后, 建立了ICESat/GLAS与SRTM和ASTER GDEM的一元线性回归模型, 该模型具有较高的拟合度和显著线性关系, 可用于改善这两种DEM的高程精度.      

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基于Voronoi图的高密度城区停车场空间布局分析——以广州市海珠区为例

停车场是高密度城区基础设施的重要组成部分,对人口、道路、建筑等具有一定空间依赖,并形成其特定的分布规律。本文以广州市海珠区为例,运用Voronoi图对高密度城区停车场空间布局特征和空间聚集度与其影响因子的空间自相关性进行了GIS系统分析。通过研究区内及各街道区域内建立停车场Voronoi多边形,计算CV值、聚类指数及停车场聚集度。分析表明:(1)在高密度城区内,全区范围及各街道区域内停车场有集聚布局的趋势。集聚核出现在西北面江南大道商业圈和北面广州新中轴线贯穿的海珠区中心区段,高密度城区停车场有围绕商圈、中心发展区等高密度城区特征,突出区域集聚的趋势。(2)人口密度、道路密度、建筑密度等因子在全局及局部上影响着停车场的空间布局,而人口密度的影响最明显。(3)高密度城市化发展水平越高,各影响因子对停车场的密度与集聚程度影响越显著。     

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MapGIS和ArcGIS平台在菏泽城镇地籍管理信息系统建设中的综合应用

菏泽市在第二次全国土地调查城镇地籍调查工作中,综合应用MapGIS,ArcGIS基础平台,Oracle数据库和GPS,GIS,RS技术,建立权属清楚、界线与分类准确、数据可靠、图表、实地与数据库一致的城镇地籍数据库和地籍管理信息系统,为准确掌握土地利用动态变化趋势,提高节约集约利用水平,满足国土资源"批、供、用、补、查"统一监管平台和一张图建设管理需要,实现调查成果的信息化、网络化管理和土地资源的社会化服务,提供可共享的空间和属性数据;为领导宏观决策、政府各部门制定可持续发展战略规划提供科学依据和技术支撑。     

基于Landsat7ETM+的青岛地区热岛效应反演及分析

用水源热泵技术,将矿井回风、矿井水、洗浴废水、冷却水（风）中的低品位废热转变为供热热能。该热泵热回收技术系统可靠、经济效益好,可达到节能减排的目的。该文分析了矿井系统中的废热类型和应用原理,给出了矿井回风、矿井水、洗浴废水、冷却水（风）废热回收量的计算方法,并分析了山东济宁梁宝寺煤矿矿井废热回收供热系统设计实例。认为该技术的应用为矿区提供了生产、生活必备的热源和热水,节约了生产成本,保障了煤矿企业的绿色生产,改善了矿区周围的生活环境。     

Evaluation of remotely‐sensed DEMs and modification based on plausibility rules and initial sediment budgets of an artificially‐created catchment

To quantify landscape change resulting from processes of erosion and deposition and to establish spatially distributed sediment budgets, ‘models of change’ can be established from a time series of digital elevation models (DEMs). However, resolution effects and measurement errors in DEMs may propagate to these models. This study aimed to evaluate and to modify remotely‐sensed DEMs for an improved quantification of initial sediment mass changes in an artificially‐created catchment. DEMs were constructed from photogrammetry‐based, airborne (ALS) and ground‐based laser scanning (TLS) data. Regions of differing morphological characteristics and vegetation cover were delineated. Three‐dimensional (3D) models of volume change were established and mass change was derived from these models. DEMs were modified region‐by‐region for rill, interrill and alluvial areas, based on logical and hydro‐geomorphological principles. Additional DEMs were constructed by combining multi‐source, modified data. Models were evaluated by comparison with d‐GPS reference data and by considering sediment budget plausibility. Comprehensive evaluation showed that DEM usability depends on a relation between the technique used to obtain elevation data, surface morphology and vegetation cover characteristics. Photogrammetry‐based DEMs were suited to quantification of change in interrill areas but strongly underestimated surface lowering in erosion rills. TLS DEMs were best suited to rill areas, while ALS DEMs performed best in vegetation‐covered alluvial areas. Agreement with reference data and budget plausibility were improved by modifications to photogrammetry‐ and TLS‐based DEMs. Results suggest that artefacts in DEMs can be reduced and hydro‐geomorphic surface structures can be better represented by applying region‐specific modifications. Photogrammetry‐based DEMs can be improved by combining higher and lower resolution data in defined structural units and applying modifications based on principles given by characteristic hydro‐geomorphic evolution. Results of the critical comparative evaluation of remotely‐sensed elevation data can help to better interpret DEM‐based quantifications of earth‐surface processes. Copyright © 2012 John Wiley & Sons, Ltd.     

Effects of bottleneck blockage on the resilience of an urban stormwater drainage system

ABSTRACT

Severe urban floods have frequently caused social and financial infrastructure problems due to a lack of hydraulic capacity of urban drainage systems or the structural failure of network elements. Conventional, reliability-based design methods of drainage networks only provide acceptable performance under expected conditions of loading. In this study, a new approach based on resilience is proposed for the rehabilitation of urban drainage systems; this approach is able to maintain a predefined service level under both external and unexpected internal loads, including different scenarios of blockage and a severe rainfall event. The performance of different design methods: resilient, non-resilient, deterministic and uncertain models, is comprehensively compared and the most appropriate approaches are introduced. The results show that the new resilient approach outperforms conventional design/rehabilitation methods in terms of flood volume reduction. Additionally, the single blockage scheme and the Poisson distribution-based model show the best performance to enhance the resilience of the network.