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81.
André Robert 《Mathematical Geology》1991,23(3):367-382
Bed roughness characteristics in coarse-grained channels are fairly complex. A hierarchy of roughness elements can be observed, ranging from variable particle sizes and shapes and small-scale sedimentary structures, to large-scale bedforms such as riffle-pool sequences. The effects of these scales of roughness on the flow geometry still remain to be thoroughly investigated. The semivariogram has been suggested in the past as a means of quantifying bed roughness effects on streamflow, as well as for distinguishing between scales of roughness. However, field measurements are rather time-consuming. The low number of bed profiles measured in the field precludes the identification of generally applicable relationships between the statistical properties derived from the semivariograms (such as the Hausdorff dimensions and the scale of autocorrelation corresponding to each fractal band) and the bed configuration itself (geometrical and sedimentological properties). Simulation results of gravel-bed profiles are, therefore, presented in order to complement the original investigation of Robert (1988a). The simulation experiments, based on grain characteristics of sizes and shapes and on morphological properties of small-scale bedforms, yield very significant information on boundary roughness at the microscale and give insight into the interpretation of empirical semivariograms (derived from field measurements). Bed-material sorting, variable grain shapes, and height and spacing of cluster bedforms control the fractal dimensions obtained from the semivariograms, as well as the location of the break of slope and the range of the process. 相似文献
82.
1500年宜良地震地表形变带的考证 总被引:2,自引:0,他引:2
据历史记载1500年在宜良一带发生了一次强烈地震,由前人对该次地震无较详细的现 场实地考查资料,因此对这次地震认识说法不一。1992年作者对该次地震进行了实地考证。发现和确认了这次地震十分丰富的地震地表形变带,现存长度达81公里,最大左旋水平位错量9至11米。研究结果表明该次地震的发震构造为小新街-徐家渡断裂,震级接近8级。 相似文献
83.
The mechanisms which control the formation and maintenance of pool–riffles are fundamental aspects of channel form and process. Most of the previous investigations on pool–riffle sequences have focused on alluvial rivers, and relatively few exist on the maintenance of these bedforms in boulder-bed channels. Here, we use a high-resolution two-dimensional flow model to investigate the interactions among large roughness elements, channel hydraulics, and the maintenance of a forced pool–riffle sequence in a boulder-bed stream. Model output indicates that at low discharge, a peak zone of shear stress and velocity occurs over the riffle. At or near bankfull discharge, the peak in velocity and shear stress is found at the pool head because of strong flow convergence created by large roughness elements. The strength of flow convergence is enhanced during model simulations of bankfull flow, resulting in a narrow, high velocity core that is translated through the pool head and pool center. The jet is strengthened by a backwater effect upstream of the constriction and the development of an eddy zone on the lee side of the boulder. The extent of flow convergence and divergence is quantified by identifying the effective width, defined here as the width which conveys 90% of the highest modeled velocities. At low flow, the ratio of effective width between the pool and riffle is roughly 1:1, indicating little flow convergence or divergence. At bankfull discharge, the ratio of effective width is approximately 1:3 between the pool and downstream riffle, illustrating the strong flow convergence at the pool head. The effective width tends to equalize again with a ratio of 1:1 between the pool and riffle during a modeled discharge of a five-year flood, as the large roughness elements above the pool become drowned out. Results suggest that forced pool–riffle sequences in boulder-bed streams are maintained by flows at or near bankfull discharge because of stage-dependent variability in depth-averaged velocity and tractive force. 相似文献
84.
Indian peninsular shield, which was once considered to be seismically stable, is experiencing many earthquakes recently. As
part of the national level microzonation programme, Department of Science and Technology, Govt. of India has initiated microzonation
of greater Bangalore region. The seismic hazard analysis of Bangalore region is carried out as part of this project. The paper
presents the determination of maximum credible earthquake (MCE) and generation of synthetic acceleration time history plot
for the Bangalore region. MCE has been determined by considering the regional seismotectonic activity in about 350 km radius
around Bangalore city. The seismotectonic map has been prepared by considering the faults, lineaments, shear zones in the
area and historic earthquake events of more than 150 events. Shortest distance from the Bangalore to the different sources
is measured and then peak ground acceleration (PGA) is calculated for the different source and moment magnitude. Maximum credible
earthquake found in terms of moment magnitude is 5.1 with PGA value of 0.146 g at city centre with assuming the hypo central
distance of 15.88 km from the focal point. Also, correlations for the fault length with historic earthquake in terms of moment
magnitude, yields (taking the rupture fault length as 5% of the total fault length) a PGA value of 0.159 g. Acceleration time
history (ground motion) and a response acceleration spectrum for the corresponding magnitude has been generated using synthetic
earthquake model considering the regional seismotectonic parameters. The maximum spectral acceleration obtained is 0.332 g
for predominant period of 0.06 s. The PGA value and synthetic earthquake ground motion data from the identified vulnerable
source using seismotectonic map will be useful for the PGA mapping and microzonation of the area. 相似文献
85.
以西北半干旱地区的内蒙古农牧交错地带锡林郭勒盟为研究区,以不同退化程度的草地为研究对象,通过叶面积指数计算各像元的动力传输粗糙度长度,以改进显热通量算法;并结合植被/土壤组分温度分别计算基于亚像元的植被/土壤的显热通量。由敏感性分析和模型验证表明,改进的显热通量算法能够提高区域尺度的能量平衡计算精度。 相似文献
86.
Kuniaki Abe 《Pure and Applied Geophysics》2007,164(2-3):453-463
We identified a phase representing the source length of tsunami's in the tide gauge records around Japan. This phase was observed
at tide stations, located in the direction of the long axis of the sources, for four large tsunamis: 1964 Niigata, 1968 Tokachi-oki,
1983 Nihonkaichubu, and 1993 Hokkaido-nanseioki. The phase consists of two continuous crests starting as the initial arrival
and has a time length of 15–47 minutes. This is the time required to propagate across the source area along the long axis.
Strong evidence that the phase is generated at the source is the good correlation between waveform observed at one side and
time-inversed waveform at another side. The correlation results from the instantaneous generation of the source. The source
lengths of 74–254 km were obtained under an assumption of sea depths at the sources and verified to coincide with ones within
a relative error of 15% that were previously obtained by other methods. 相似文献
87.
略论珠穆朗玛峰重力值的推估 总被引:1,自引:0,他引:1
张赤军 《武汉大学学报(信息科学版)》2001,26(6):544-548,554
仅根据邻近点的重力与高程资料,采用了4种有关公式,有效地推估了珠穆朗玛峰顶上的重力值,该值为(976
970±7)×10-5m 相似文献
88.
To build land surface dataset for climate model,with application of remote sensing techniqueas well as the Geographic Information System(GIS),the data of surface type,roughness andalbedo over China in 1997 were retrieved,resolutions being 10 km×10 km.Based on these data,an analysis is conducted on the geographic distributions and seasonal variations of surfacevegetation cover and roughness as well as albedo over China.Results show that surface vegetationcover is mainly located to the south of Yangtze River,in Southwest and Northeast China andsparse vegetation cover is in the Northwest.The variation of land surface cover affects thevariations of land surface roughness and albedo.High albedo occurred in the north of XinjiangAutonomous Region,the north of Northeast China and the Qinghai-Xizang Plateau in winter,incorrespondence with the location of snow cover.For most part of China,surface roughness decreases and albedo increases in winter,while theroughness increases and the albedo decreases in summer,which could mainly result from landsurface cover(snow cover and vegetation cover)and soil moisture changes.This shows that thegeographic distribution and seasonal variation of the albedo are almost opposite to those of theroughness,in agreement with theoretical results.Temporally,the amplitude of surface roughnesschange is quite small in comparison with the roughness itself. 相似文献
89.
To build land surface dataset for climate model,with application of remote sensing technique as well as the Geographic Information System(GIS),the data of surface type,roughness and albedo over China in 1997 were retrieved,resolutions being 10 km×10 km.Based on these data,an analysis is conducted on the geographic distributions and seasonal variations of surface vegetation cover and roughness as well as albedo over China.Results show that surface vegetation cover is mainly located to the south of Yangtze River,in Southwest and Northeast China andsparse vegetation cover is in the Northwest.The variation of land surface cover affects the variations of land surface roughness and albedo.High albedo occurred in the north of Xinjiang Autonomous Region,the north of Northeast China and the Qinghai-Xizang Plateau in winter,in correspondence with the location of snow cover.For most part of China,surface roughness decreases and albedo increases in winter,while the roughness increases and the albedo decreases in summer,which could mainly result from land surface cover(snow cover and vegetation cover)and soil moisture changes.This shows that the geographic distribution and seasonal variation of the albedo are almost opposite to those of the roughness,in agreement with theoretical results.Temporally,the amplitude of surface roughness change is quite small in comparison with the roughness itself. 相似文献
90.
子午线弧长公式的简化及通用高斯投影计算程序介绍 总被引:6,自引:0,他引:6
通过简化子午线弧长公式,给出适用于各种椭球的通用高斯投影实用公式,并简单介绍依此编制的通用高斯投影计算程序。 相似文献