全文获取类型
收费全文 | 849篇 |
免费 | 89篇 |
国内免费 | 102篇 |
专业分类
测绘学 | 22篇 |
大气科学 | 73篇 |
地球物理 | 268篇 |
地质学 | 278篇 |
海洋学 | 277篇 |
天文学 | 7篇 |
综合类 | 29篇 |
自然地理 | 86篇 |
出版年
2024年 | 2篇 |
2023年 | 4篇 |
2022年 | 18篇 |
2021年 | 21篇 |
2020年 | 13篇 |
2019年 | 28篇 |
2018年 | 23篇 |
2017年 | 39篇 |
2016年 | 30篇 |
2015年 | 32篇 |
2014年 | 40篇 |
2013年 | 61篇 |
2012年 | 26篇 |
2011年 | 50篇 |
2010年 | 44篇 |
2009年 | 52篇 |
2008年 | 48篇 |
2007年 | 52篇 |
2006年 | 52篇 |
2005年 | 38篇 |
2004年 | 46篇 |
2003年 | 39篇 |
2002年 | 37篇 |
2001年 | 33篇 |
2000年 | 26篇 |
1999年 | 20篇 |
1998年 | 22篇 |
1997年 | 20篇 |
1996年 | 12篇 |
1995年 | 17篇 |
1994年 | 19篇 |
1993年 | 11篇 |
1992年 | 16篇 |
1991年 | 7篇 |
1990年 | 9篇 |
1989年 | 3篇 |
1988年 | 8篇 |
1987年 | 3篇 |
1986年 | 2篇 |
1985年 | 2篇 |
1984年 | 2篇 |
1983年 | 1篇 |
1982年 | 2篇 |
1980年 | 3篇 |
1978年 | 5篇 |
1977年 | 1篇 |
1976年 | 1篇 |
排序方式: 共有1040条查询结果,搜索用时 15 毫秒
81.
82.
This paper presents an analysis of Hagen-Poiseulle flow through plane random anisotropic networks of interconnected channels. Macroscopic permeability tensor of the network is expressed in terms of statistico-geometrical characteristics like the degree of anisotropy in channel orientations, average co-ordination number of the network and first two moments of channel length distribution. Analytical results are illustrated and verified using numerical analysis of flow in a simulated random network. The emphasis of the paper is on the effects of anisotropy on distributions of flow rates in channels. It is shown that, due to anisotropy the maximum flow rate generally occurs in channels that are not aligned along the direction of the macroscopic pressure gradient. 相似文献
83.
Laminar sheetflows, transporting sediment at their capacity rates, both with and without rainfall disturbance, were investigated. Values of flow depth and relative submergence were very small. In the flows without rainfall, measured velocities exceeded the predictions of the smooth-surface, clear-water laminar model by an average of 12 per cent. Reduced flow resistance due to high sediment concentrations may explain this result. Velocities in the rainfall-disturbed flows were not significantly different from the predictions of the smooth-surface, clear-water model, and the velocity reduction due to rainfall was about 12 per cent. Although the uniformity of rainfall intensity under the single-nozzle rainfall simulator is high, variation of momentum and kinetic energy fluxes along the 1-5 m long flume was significant. The rainfall angle of incidence was highly correlated with deviations from expected flow velocities in the upper and lower sections of the flume. 相似文献
84.
冬季青藏高原对东移大槽动力影响的研究:Ⅲ.模拟试验结果的分析 总被引:3,自引:3,他引:3
具体分析了本文Ⅱ的模拟试验结果。结果表明,该试验较清楚地再现了青藏高原地形对西风气流的影响,也显示了不同地形、急流的有无、强度和位置以及初始槽强度和基本气流斜压性的强度对东移槽的影响。这些结果有的清楚地再现了过去熟知的或还不很清楚的地形影响事实,有的可为东移槽的预报提供着眼点。 相似文献
85.
印尼苏门答腊8.7级大震对中国陆区的影响 总被引:16,自引:1,他引:16
发生在2004年12月26日的印尼苏门答腊8.7级地震,是全球有地震台网以来100多年中记录到的少数几次特大地震之一。初步汇集了在中国陆区观测到的地震活动、地壳形变、地下流体等多学科震时和震后效应的异常变化,包括地震活动性(特别是云南地区)的显著增强;地壳形变观测,尤其是钻孔应变观测记录到地壳应力-应变的震时和震后显著变化,以及地下水温度、化学成分、特别是水位的突出变化。同时,还从库仑破裂应力触发、动态应力触发以及下地壳和上地幔流动变形机制等方面,对这些大震效应作了一些成因机理讨论。 相似文献
86.
在单针进样器的基础上,增加一个三通流路同时进样,在线消解-流动注射分光光度法测定水中挥发酚及氰化物。实验结果表明,挥发酚浓度在0mg/L~0.2mg/L、氰化物浓度在0mg/L~0.5mg/L范围内具有良好的线性关系。通过在线气体扩散分离技术,提高了分析速度,每小时可完成12个~15个样品的分析。方法的相对标准偏差〈5%,回收率在90.4%~108.5%之间。 相似文献
87.
88.
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
89.
90.
夯扩桩成桩过程引起的挤土效应分析 总被引:3,自引:0,他引:3
夯扩桩在成桩过程中会产生挤土效应。通过采用柱形孔扩张理论,推导出砂土中形成扩大头时引起的挤土影响半径和土体位移,并对一工程实例进行了分析。 相似文献