Linear coregionalization model: Tools for estimation and choice of cross-variogram matrix

The geostatistical analysis of multivariate data involves choosing and fitting theoretical models to the empirical matrix. This paper considers the specific case of the model of linear coregionalization, and describes an automated procedure for fitting models, that are adequate in the mathematical sense, using a least-squares like technique. It also describes how to decide whether the number of parameters of the cross-variogram matrix model should be reduced to improve stability of fit. The procedure is illustrated with an analysis of the spatial relations among the physical properties of an alluvial soil. The results show the main influence of the scale and the shape of the basic models on the goodness of fit. The choice of the number of basic models appears of secondary importance, though it greatly influences the resulting interpretation of the coregionalization analysis.     

The evolution of tidal creek networks,mary river,northern Australia

Tidal creek networks have in 50 years extended over 30 km inland across the coastal plains of the Mary River in northern Australia, invading freshwater wetlands and destroying the associated vegetation. The networks have grown at an exponential rate through a combination of main channel extension and tributary development, with concomitant widening of the creeks. A large tidal range, very small elevational differences over the plains, and the availability of preexisting channel lines (notably in the form of palaeochannels) have been major factors contributing to the rapid rate of expansion. Close parallels exist between these networks and terrestrial networks as regards modes of growth and planimetric properties. A channel is initiated when the diffuse flow of a seepage zone becomes concentrated through localized scour. Subsequent development is characterized by the rapid extension of long first-order channels, with most tributary addition occurring later. Model tests suggest that branching was more likely on exterior links in the early stages but that exterior and interior link branching became more equally likely through time. Although the headward limits of the main creeks seem to have been reached, tributary infilling will continue to progress upstream. Only in the most downstream parts is a stable drainage density being approached. The networks not only satisfy the laws of drainage network composition and the basic postulates of the random model but also depart from topologic randomness in similar ways to terrestrial networks. Both topologic and length properties have changed during evolution but largely at the link rather than network scale. The close correspondence with terrestrial networks may be due to the low relief and the relatively unconstrained nature of growth in which availability of space was the main determining factor.     

“规土融合”的技术体系、管理模式创新及发展展望——以武汉市为例

在"多规合一"发展的背景下,以武汉为例,聚焦城市规划与土地利用规划融合("规土融合")在地方层面的实施路径与发展目标。系统梳理了其在体系结构、技术语言、信息平台等方面的技术革新策略,同时概括出管理模式创新中协调成本内部化、转变政府角色、倡导交往理性、加快接轨市场等有益尝试。此外,强调武汉实践中"两规"与"规-土"的内涵差异,丰富对规划融合发展目标的认识,以期为相关地方实践带来有益启示,也为宏观规划体系改革提供自下而上的思考视角。     

转型发展期“多规合一”理论认知与技术方法

中国工业化、城镇化已进入转型发展新阶段,创新驱动发展与体制机制约束的矛盾加剧,资源短缺性及其配置低效性日益凸显,“多规合一”受到各级政府和学术界的广泛关注。推进“多规合一”,创新区域规划理论与技术方法,构建中国特色的国土空间规划体系成为当前全面深化改革的重要议题之一。本文深入分析了中国“多规不一”现实问题,总结了“多规”矛盾的本质特征,探讨了“多规合一”的战略定位,构建了“三主三分”的“多规合一”基本理论框架,提出了“三步走”多规逐步调适的技术途径及其长效机制。“多规合一”的核心在于从区域空间优化的战略高度统筹协调各项规划,科学引导城乡土地优化配置,实现“多规”在空间上的同一性、在功能上的融合性、在发展过程中的协同性。“多规合一”的重点是推进形成一个总分有序、层级清晰、职能精准的区域规划体系。     

基于NewMap在线专题地图制作

随着数字城市地理信息公共平台的投入运行,共享的在线专题信息越来越多,专题制图的需求越来越多。为增强专题地图的适用性、交互性和灵活性,以专题制图方法和网络服务为技术指导,以网络专题制图为研究对象,基于NewMap将传统的专题制图流程与Web服务相结合,形成一个面向服务的在线专题制图系统。     

华北地区气溶胶垂直分布特征的观测与分析

利用2006 2013年CALIOP激光雷达Level 1B数据的气溶胶衰减后向散射系数、退偏比和色比观测,分析了华北地区大气气溶胶光学特性的垂直分布特征。统计结果显示:2010-2013年,华北地区4-8 km高度范围内衰减后向散射系数均值呈减小的趋势,而0-4 km高度范围内衰减后向散射系数均值呈增长趋势。说明2010年以后近地面层(0-2 km)气溶胶散射作用逐渐增强,高层(4-8 km)气溶胶散射作用逐渐降低,这与近年华北地区霾天气(颗粒物主要聚集在近地层)日趋增加、沙尘天气(沙尘气溶胶层经常存在于4-8 km的范围)有所减少相吻合。20062013年,华北地区冬季0-4 km高度范围内衰减后向散射系数均值最大,近地面层气溶胶散射作用最大,这与该地区冬季取暖燃烧排放增加有关。春、秋两季4-8 km高度范围内衰减后向散射系数均值较大,夏季0-8 km各高度范围内衰减后向散射系数均最小,说明春、秋季节的气溶胶散射贡献主要来自4-8 km的对流层上部大气。春季对流层上部的高后向散射系数与华北地区春季频发的沙尘天气有关,秋季对流层上部的高后向散射系数与华北收获季节的生物质燃烧有关。2008年以后,华北地区2-8 km范围内各高度层的退偏比均值逐年减小,这说明规则的球形气溶胶粒子在近几年有所增加。0-4 km范围的低层大气,2009年后色比均值缓慢增加。而6-8 km范围内的色比均值从2008年后一直都是减小的,说明2008年后对流层上部大气(4-8 km)气溶胶粒子的尺度在减小,这也与近几年沙尘天气减少、霾天数增加的现象是一致的。0-8 km各个高度范围内的退偏比和色比均值春季最大,且退偏比随着高度的增加而增加,再次证明春季华北受沙尘天气影响,不规则的粗粒子气溶胶最多。夏、冬季节近地面层(0-2km)退偏比和色比均值略大于2-4 km高度层的,夏、冬两季近地面主要以人为活动排放的气溶胶为主,冬季除了汽车尾气排放和工业排放外,还有取暖增加的排放。近地面层易受人为活动影响混合一些不规则气溶胶。     

Applications of hydrogeophysics in characterization of subsurface architecture and contaminant plumes

Geophysical methods have been applied to a wide range of hydrogeological problems. With improvement in geophysical inversion algorithms and measurement tools, significant achievements have been made in the characterization of subsurface architecture, time-lapse monitoring of hydrogeological process and contaminant plumes delineation. In this paper, we summarize the geophysical methods that are most widely used in hydrogeology including Electrical Resistivity Tomography (ERT), Induced Polarization (IP), Ground Penetrating Radar (GPR) and Electromagnetic Induction (EMI). Three examples including lab and field works are used to demonstrate current application of geophysical methods for characterizing subsurface architecture and contaminant plumes. Though great progress has been made in hydrogeohysics over the last few decades at home and abroad, challenges still remain in practical applications. More recently, hydrogeophysics continues to develop in the areas of establishment of hydrogeophysical models, large-scale architecture characterization, uncertainty analysis, biogeochemical process monitoring and ecosystem science.     

Fracture patterns and petrophysical properties of carbonates undergoing regional folding: A case study from Kurdistan,N Iraq

The Zagros-Taurus fold and thrust belt hosts a prolific hydrocarbon system. Most hydrocarbon reserves are stored in naturally fractured reservoirs and such fracture systems can therefore have a significant impact on reservoir performance. Fractures are one of the most important paths for fluid flow in carbonate reservoirs, and industrial geoscientists and engineers therefore need to understand and study fracture patterns in order to optimise hydrocarbon production. The observed fracture patterns in outcrops may have implications on fluid flow and reservoir modelling in subsurface reservoirs, and we have therefore undertaken a case study of fracturing associated with regional folding in Iraqi Kurdistan. In this area, some exploration wells currently target Upper Triassic dolostones (Kurra Chine Formation) and/or Lower Jurassic limestones and dolomitised limestones (Sehkaniyan Formation). In both units hydrocarbon production comes mainly from secondary porosity created by dolomitisation, dissolution and fracturing. Both formations have undergone multiple phases of deformation associated with burial, uplift, folding and thrusting. We investigate some fracture pattern characteristics and some petrophysical properties of these units using selected outcrops around the Gara, Ora and Ranya anticlines that form folds directly traceable for 25–70 km. Our outcrop data is compared with subsurface fracture and petrophysical datasets reported from wells in the nearby Shaikhan and Swara Tika Fields. The 1-2-3D fracture attributes collected from outcrops are fracture orientation, type, spacing, intensity, length and cross-cutting and abutting relationships. Fracture orientations show a clear relationship to the local fold axis in both the outcrop and subsurface, although in some cases they appear to relate more to the present day in-situ maximum horizontal stress direction or local strike-slip faulting. Three stages of fracturing are proposed: pre-folding, early-folding and post-folding fractures. In addition, we report petrophysical properties - porosity, permeability and acoustic velocity of both the Kurra Chine and Sehkaniyan formations in relation to their structural position within folds and faults and stratigraphic level. The highest porosities and permeabilities are recorded in the hinges and backlimbs of the Gara Anticline. The best reservoir quality (highest porosity and permeability) is often found in areas associated with replacement dolomite i.e. solution vugs and intercrystalline porosity. The Kurra Chine Formation displays similar trends in velocity-porosity data at both outcrop and the subsurface. However, the Sehkaniyan Formation displays lower acoustic velocity for a given porosity at outcrop compared to the subsurface.     

中国黄渤海沉积物声速与物理性质研究

In order to investigate the correlation between a sound velocity and sediment bulk properties and explore the influence of frequency dependence of the sound velocity on the prediction of the sediment properties by the sound velocity,a compressional wave velocity is measured at frequencies of 25–250 k Hz on marine sediment samples collected from the Bohai Sea and the Yellow Sea in laboratory,together with the geotechnical parameters of sediments.The results indicate that the sound velocity ranges from 1.232 to 1.721 km/s for the collected sediment samples with a significant dispersion within the series measuring frequency.Poorly sorted sediments are highly dispersive nearly with a positive linear relationship.The porosity shows a better negative logarithmic correlation with the sound velocity compared with other geotechnical parameters.Generally,the sound velocity increases with the increasing of the average particle size,sand content,wet and dry bulk densities,and decreasing of the clay content,and water content.An important point should be demonstrated that the higher correlation can be obtained when the measuring frequency is low within the frequency ranges from 25 to 250 k Hz since the inhomogeneity of sediment properties has a more remarkably influence on the laboratory sound velocity measurement at the high frequency.     

Mechanical and Germination Characteristics of Stabilized Organic Soils

High-organic-content dredged soils are known to have inferior mechanical characteristics because they are highly compressible and have low shear strength. To recycle dredged soil with a high organic content as a top soil this study describes an investigation of the mechanical properties and germination characteristics of stabilized organic soils using unconfined compression tests, pH tests, and seed germination tests. Several mixtures with organic contents in the range 0–30% by mass and binder contents in the range 5–15% were prepared to evaluate the effects of the organic content on the mechanical and germination characteristics of the stabilized soils. The results show that an increase in the organic content leads to a decrease in the strength and pH of the stabilized organic soil, which are favorable conditions for germination. The germination rate increased significantly with the increasing organic content, and the plant growth rate also increased. The addition of a binder into the mixtures increased the strength of the soil; however, it also increased the pH and decreased the rate of seed germination and plant growth.