GIS与土壤溶质运移模型结合研究进展   总被引：4，自引：2，他引：4  

唐立松  张佳宝  程心俊  杜恩昊 《干旱区地理》2002,25(2):176-182

地理信息系统对土壤溶质模型研究而言，使用者的要求与GIS所能提供的功能之间，还存在巨大的差距。出于对环境问题的关注，土壤中水分及溶质运移的规律及其对环境的影响，成为当前研究的热点。随着对土壤溶质运移模型研究的深入，一方面由于田间土壤特性具有很大的空间变异；另一方面，在实际应用中，往往溶质运移的宏观特征而非微观特征，具有更重要的意义。将溶质运移模型与GIS技术结合，定量研究空间尺度的溶质运移，成为溶质运移研究的必然发展趋势。由于计算机软硬件技术的发展，GIS正处于一个高速发展的时期。将GIS与溶质运移模型相结合，或者进一步，以GIS理论和技术为基础，建立基于GIS的溶质运移模型，将对溶质运移的规律及其对环境的影响，做出更深入和准确的描述。  相似文献   

A Bayes filter in Friedland form for INS/GPS vector gravimetry     

B. Schaffrin  J. H. Kwon 《Geophysical Journal International》2002,149(1):64-75

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Numerical modelling of the September 8, 1905 Calabrian (southern Italy) tsunami   总被引：1，自引：0，他引：1  

Alessio Piatanesi  Stefano Tinti 《Geophysical Journal International》2002,150(1):271-284

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The time-averaged magnetic field in numerical dynamos with non-uniform boundary heat flow   总被引：2，自引：0，他引：2  

Peter Olson  U. R. Christensen 《Geophysical Journal International》2002,151(3):809-823

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基于GTP的地下工程与围岩一体化真三维空间构模   总被引：10，自引：5，他引：10  

吴立新  陈学习  史文中 《地理与地理信息科学》2003,19(6):1-6

针对地下工程开挖体的基本特征及其真三维建模要求，在广义三棱柱(GTP)模型的基础上进行扩展，提出采用E—GTP模型来构建地下工程开挖体的真三维模型。通过与其围岩地质体的G—GTP模型的耦合，实现了基于GTP的工程开挖体与围岩地质体的一体化建模。该模型将地下三维空间实体抽象为点、线、面、体四类对象，通过结点、TIN边、侧边、TIN面、侧面和GTP体元共6个基本几何元素进行统一表达。该文重点讨论了E—GTP的建模原理与方法，并介绍了基于面向对象思想的一体化空间数据结构。  相似文献   

Figure 1 Linear fitness of the index H' respectively calculated by the number or the area of the related Sus Pedodiversity analysis in Hainan Island     

ZHANG Xuelei  CHEN Jie  ZHANG Ganlin  TAN Manzhi  J.J. Ibá  ?ez 《地理学报》2003,13(2):181-186

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Imposing Age and Spatial Structures on Inadequate Migration‐Flow Datasets*     

Andrei Rogers  Frans Willekens  James Raymer 《The Professional geographer》2003,55(1):56-68

With the elimination of the long‐form questionnaire from future decennial censuses and its replacement by a much smaller continuous monthly sampling survey (the American Community Survey), students of territorial mobility may find it necessary to deal with inadequate, missing, or inaccurate sample data on migration by adopting an approach that “improves” such data using information from different geographical areas, time periods, and data sources. We develop such an approach in this article and illustrate it with interregional migration flow data reported by the U.S. decennial censuses of 1980 and 1990 and by the 1985 Current Population Survey.  相似文献   

正、反演结合对川东石炭系储层地震响应特征的分析   总被引：1，自引：5，他引：1  

雷雪  李忠  巫芙蓉  邓雁 《物探化探计算技术》2003,25(3):207-210

川东地区石炭系碳酸盐岩储层是油气勘探开发的重点及难点储层之一。该储层以厚度小且变化大、低孔、低渗、非均质特点强为特征；地震响应上表现为典型的薄层响应特点。这里综合考虑了石炭系储层和上覆梁山组地层不同的地质特征，建立了地质、测井分析控制下的精细模型及正、反演，探讨了檀木场气田石炭系储层的地震响应特征。其正演结果表明，梁山组地层对石炭系的地震响应具有重要的影响，时差较振幅更为敏感。在正演结论指导下，运用考虑了时差和梁山组地层的初始模型，获得了较高精度的反演结果。  相似文献   

Methodology for construction, calibration and validation of a national hydrological model for Denmark   总被引：13，自引：0，他引：13  

Hans Jrgen Henriksen  Lars Troldborg  Per Nyegaard  Torben Obel Sonnenborg  Jens Christian Refsgaard  Bjarne Madsen 《Journal of Hydrology》2003,280(1-4):52-71

An integrated groundwater/surface water hydrological model with a 1 km² grid has been constructed for Denmark covering 43,000 km². The model is composed of a relatively simple root zone component for estimating the net precipitation, a comprehensive three-dimensional groundwater component for estimating recharge to and hydraulic heads in different geological layers, and a river component for streamflow routing and calculating stream–aquifer interaction. The model was constructed on the basis of the MIKE SHE code and by utilising comprehensive national databases on geology, soil, topography, river systems, climate and hydrology. The present paper describes the modelling process for the 7330 km² island of Sjælland with emphasis on the problems experienced in combining the classical paradigms of groundwater modelling, such as inverse modelling of steady-state conditions, and catchment modelling, focussing on dynamic conditions and discharge simulation. Three model versions with different assumptions on input data and parameter values were required until the performance of the final, according to pre-defined accuracy criteria, model was evaluated as being satisfactory. The paper highlights the methodological issues related to establishment of performance criteria, parameterisation and assessment of parameter values from field data, calibration and validation test schemes. Most of the parameter values were assessed directly from field data, while about 10 ‘free’ parameters were subject to calibration using a combination of inverse steady-state groundwater modelling and manual trial-and-error dynamic groundwater/surface water modelling. Emphasising the importance of tests against independent data, the validation schemes included combinations of split-sample tests (another period) and proxy-basin tests (another area).  相似文献   

Evaluation of predictors of non‐linear seismic demands using ‘fishbone’ models of SMRF buildings     

Nicolas Luco  Yasuhiro Mori  Yosuke Funahashi  C. Allin Cornell  Masayoshi Nakashima 《地震工程与结构动力学》2003,32(14):2267-2288

Predictors (or estimates) of seismic structural demands that are less computationally time‐consuming than non‐linear dynamic analysis can be useful for structural performance assessment and for design. In this paper, we evaluate the bias and precision of predictors that make use of, at most, (i) elastic modal vibration properties of the given structure, (ii) the results of a non‐linear static pushover analysis of the structure, and (iii) elastic and inelastic single‐degree‐of‐freedom time‐history analyses for the specified ground motion record. The main predictor of interest is an extension of first‐mode elastic spectral acceleration that additionally takes into account both the second‐mode contribution to (elastic) structural response and the effects of inelasticity. This predictor is evaluated with respect to non‐linear dynamic analysis results for ‘fishbone’ models of steel moment‐resisting frame (SMRF) buildings. The relatively small number of degrees of freedom for each fishbone model allows us to consider several short‐to‐long period buildings and numerous near‐ and far‐field earthquake ground motions of interest in both Japan and the U.S. Before doing so, though, we verify that estimates of the bias and precision of the predictor obtained using fishbone models are effectively equivalent to those based on typical ‘full‐frame’ models of the same buildings. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献