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61.
中国西部退耕还林(草)和沙漠化土地绿化的区域性气候效应 总被引:10,自引:0,他引:10
中国正在实施的西部大开发必将导致较大规模的土地利用和地表覆盖(LULC)变化,其中最重要的两类LULC变化是退耕还林(草)和沙漠化土地绿化工程。利用最新的全球地表特征资料数据库(GLCCD)识别以上两项生态建设工程的实施规模与范围,并以此更新了目前比较流行的区域气候模式的下边界条件,利用修正了的区域气候模式研究上述大规模LULC变化可能对中国区域性气候造成的影响。使用的卫星资源数据库是由美国地质测绘局(USGS)和Nebraska-Lincoln大学牵头,根据NOAA卫星的AVHRR资料、USGS掌握的高分辨率数字化地图,以及生态区划和植被分布等资料组建的。 相似文献
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64.
地质学家重视研究深部(变质)CO_2对古气候的影响 总被引:5,自引:0,他引:5
地质学家重视研究深部(变质)CO2对古气候的影响贾跃明(中国地质矿产信息研究院,北京,100037)近几年来,随着过去全球变化研究的兴起,地质学家越来越重视地质历史时期影响大气CO2浓度的因素的调查。不少人认为,变质作用和火山活动可能是过去大气中CO... 相似文献
65.
Foliation fields and 3D cartography in geology: Principles of a method based on potential interpolation 总被引:4,自引:0,他引:4
A modeling method that takes into account known points on a geological interface and plane orientation data such as stratification
or foliation planes is described and tested. The orientations data do not necessarily belong to one of the interfaces but
are assumed to sample the main anisotropy of a geological formation as in current geological situations. The problem is to
determine the surfaces which pass through the known points on interfaces and which are compatible with the orientation data.
The method is based on the interpolation of a scalar field defined in the space the gradient in which is orthogonal to the
orientations, given that some points have the same but unknown scalar value (points of the same interface), and that scalar
gradient is known on the other points (foliations). The modeled interfaces are represented as isovalues of the interpolated
field. Preliminary two-dimensional tests carried-out with different covariance models demonstrate the validity of the method,
which is easily transposable in three dimensions. 相似文献
66.
杨文强 《物探化探计算技术》1997,19(3):270-273,278
为研究高密度电阻率法对各种三维地电体的反映规律,本文介绍了正演程序编制的方法并给出了计算实例。 相似文献
67.
Numerical modeling of 3-D terrain effect on MT field 总被引:1,自引:0,他引:1
Using the boundary element method, the numerical modeling problem of three-dimensional terrain effect on magnetotelluric (MT)
field is solved. This modeling technique can be run on PC in the case of adopting special net division. The result of modeling
test for 2-D terrain by this modeling technique is basically coincident with that by 2-D modeling technique, but there is
a great difference between the results of 3-D and 2-D modeling for 3-D terrain.
Project supported by the National Natural Science Foundation of China. 相似文献
68.
Gennady A. Kivman 《Surveys in Geophysics》1997,18(6):621-643
The problem of deriving tidal fields from observations by reason of incompleteness and imperfectness of every data set practically available has an infinitely large number of allowable solutions fitting the data within measurement errors and hence can be treated as ill-posed. Therefore, interpolating the data always relies on some a priori assumptions concerning the tides, which provide a rule of sampling or, in other words, a regularization of the ill-posed problem. Data assimilation procedures used in large scale tide modeling are viewed in a common mathematical framework as such regularizations. It is shown that they all (basis functions expansion, parameter estimation, nudging, objective analysis, general inversion, and extended general inversion), including those (objective analysis and general inversion) originally formulated in stochastic terms, may be considered as utilizations of one of the three general methods suggested by the theory of ill-posed problems. The problem of grid refinement critical for inverse methods and nudging is discussed. 相似文献
69.
The validity of the Winkler foundation model is investigated by predicting the experimentally measured displacement transfer functions and strain spectra of a single pile embedded in a sandbox and supporting a single-degree-of-freedom superstructure. The foundation-superstructure system is a scale model and was subjected to shake table excitations. The distributed springs and dashpots of the Winkler foundation model are frequency dependent and the calibrated model predicts satisfactorily the displacement transfer function at different depths for both fixed- and free-tip pile conditions. On the other hand, the pile-axial-strains are substantially underestimated when expressed in terms of the second derivative of the computed elastic line of the pile. It is shown that a much more dependable prediction is achieved when pile-axial-strains are expressed in terms of the inertial forces acting along the pile-superstructure system. 相似文献
70.