全文获取类型
收费全文 | 3970篇 |
免费 | 500篇 |
国内免费 | 577篇 |
专业分类
测绘学 | 1399篇 |
大气科学 | 694篇 |
地球物理 | 741篇 |
地质学 | 779篇 |
海洋学 | 717篇 |
天文学 | 28篇 |
综合类 | 364篇 |
自然地理 | 325篇 |
出版年
2024年 | 17篇 |
2023年 | 28篇 |
2022年 | 96篇 |
2021年 | 112篇 |
2020年 | 153篇 |
2019年 | 204篇 |
2018年 | 156篇 |
2017年 | 214篇 |
2016年 | 196篇 |
2015年 | 220篇 |
2014年 | 240篇 |
2013年 | 283篇 |
2012年 | 251篇 |
2011年 | 274篇 |
2010年 | 200篇 |
2009年 | 216篇 |
2008年 | 244篇 |
2007年 | 232篇 |
2006年 | 239篇 |
2005年 | 187篇 |
2004年 | 170篇 |
2003年 | 151篇 |
2002年 | 113篇 |
2001年 | 106篇 |
2000年 | 97篇 |
1999年 | 93篇 |
1998年 | 92篇 |
1997年 | 80篇 |
1996年 | 63篇 |
1995年 | 56篇 |
1994年 | 39篇 |
1993年 | 56篇 |
1992年 | 25篇 |
1991年 | 25篇 |
1990年 | 18篇 |
1989年 | 20篇 |
1988年 | 12篇 |
1987年 | 9篇 |
1986年 | 13篇 |
1985年 | 15篇 |
1984年 | 5篇 |
1982年 | 9篇 |
1981年 | 4篇 |
1980年 | 6篇 |
1979年 | 2篇 |
1978年 | 1篇 |
1977年 | 1篇 |
1976年 | 1篇 |
1973年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有5047条查询结果,搜索用时 15 毫秒
91.
强降水主要由生命史短的中小尺度天气系统造成,对此类天气系统的预报,目前只有依靠卫星和雷达的实时监测并结合中系统的概念模式外推来完成。由于中国西北地区地形极为复杂,造成雷达盲区,影响其估算降水率。因此采用GMS-4卫星的红外和可见光展宽云图资料,经处理并转换后,再加入相应网格点上的数字化地形高度资料作为因子之一,用多级逐步判别模式估算逐时雨强等级,最后形成一套可在微机上对雨强场进行图像显示及处理的软件系统,满足了现时预报的需要。结果表明,小雨以上的降雨区域不论面积、形状均与实况基本一致。 相似文献
92.
光合作用是绿色植物通过叶绿体,利用光能的催化反应把二氧化碳和水合成储存能量的一种过程,特别是水在光合作用下,若不能与二氧化碳保持一定比例的平衡,则光合作用不能继续进行,势必影响到作物的产量。因此,若施用抗旱肥料,不仅光合作用得到新的平衡,更由于光照强度大,时间也长,使合成有机物的丰度大为改观。所以,作物若施用新肥,不仅抗旱,还能保产与增收。 相似文献
93.
Peter K. Kitanidis 《Mathematical Geology》1997,29(3):335-348
This article discusses the issue of whether to use a variable mean and describes a test that can be used to evaluate whether
it is justified to add terms to the drift (deterministic part) of a geostatistical model. The basic model could be the intrinsic
one, where the deterministic part is a constant, and the alternate model could be any model that includes a constant term
in the expression for the drift. Also, differences between constant- and variable-mean models are discussed. 相似文献
94.
Grade estimation using fuzzy- set algorithms 总被引:1,自引:0,他引:1
T. D. Pham 《Mathematical Geology》1997,29(2):291-305
This paper presents a new approach for estimating unknown ore grades within a mining deposit in a fuzzy environment using
fuzzy c- means clustering and a fuzzy inference system. Based on a collection of cluster centers obtained from fuzzy c- means,
a fuzzy rule base and fuzzy search domains are established to compute grades at these cluster centers. These cluter center-
grade pairs act as control information in the fuzzy space- grade system in order to infer unknown grades on the basis of fuzzy
interpolation, fuzzy extrapolation, and a defuzzification process of fuzzy control. 相似文献
95.
本文从最大后验概率密度观点出发,在数据噪音向量和待求模型向量为具有零均值的独立高斯随机过程的假设前提下,建立起了随机反演的非线性系统方程;给出了模型方差估计的函数表达式,并在文章最后,证明了反演解的稀疏性,即解释了随机反演的输出解的高分辨率特征。文章在最小二乘反演方法的基础上,发展并完善了随机反演方法的理论基础;揭示了随机反演方法与最小二乘反演方法之间的本质区别;阐述了随机反演方法的优越性,并指出了其广阔的应用前景。 相似文献
96.
Zhou Cuiying Wang Hongwei Wang Mei and Zhang YuxiaSeismological Bureau of Shandong Province Jinan China Center for Analysis Prediction SSB Beijing China 《中国地震研究》1997,(4)
In order to solve the problem of early estimation of moderately strong aftershock duration time in an earthquake sequence,this study has been conducted.First,the definition of the strong aftershock has been given.It is pointed out that there is a difference in the strong aftershock duration time between the main shock type sequence and the strong earthquake swarm sequence.After dividing the three cases,i.e.,a strong aftershock duration time larger than 1 day,smaller than 1 day,and no strong aftershock occurred in a main shock type sequence by using the pattern recognition method,we gave the rough correlation relation between strong aftershock duration time and first large shock magnitude for two types of sequences.Finally,the judgment index and method of estimating strong aftershock duration times for different sequence types have been given. 相似文献
97.
K. -C. Yeh J. -C. Yang Y. -K. Tung 《Stochastic Environmental Research and Risk Assessment (SERRA)》1997,11(2):173-192
Hydrologic model parameters obtained from regional regression equations are subject to uncertainty. Consequently, hydrologic
model outputs based on the stochastic parameters are random. This paper presents a systematic analysis of uncertainty associated
with the two parameters, N and K, in Nash's IUH model from different regional regression equations. The uncertainty features
associated with N and K are further incorporated to assess the uncertainty of the resulting IUH. Numerical results indicate
that uncertainty of N and K from the regional regression equations are too significant to be ignored. 相似文献
98.
Hydrologic model parameters obtained from regional regression equations are subject to uncertainty. Consequently, hydrologic
model outputs based on the stochastic parameters are random. This paper presents a systematic analysis of uncertainty associated
with the two parameters, N and K, in Nash's IUH model from different regional regression equations. The uncertainty features
associated with N and K are further incorporated to assess the uncertainty of the resulting IUH. Numerical results indicate
that uncertainty of N and K from the regional regression equations are too significant to be ignored. 相似文献
99.
建设用地地质灾害危险性评估中几个问题的思考 总被引:7,自引:3,他引:7
金德山 《中国地质灾害与防治学报》2004,15(4):101-103
结合工作实践,就建设用地地质灾害危险性评估及其成果审查工作中经常遇到的5个问题——评估灾害类型的确定原则,评估区环境条件分析深度的把握,现状、预测及综合地质灾害危险性评估内容的侧重点,土地适宜性评价的依据以及优秀评估成果的判定标准,提出了个人的理解和认识。供从事类似工作的同志参考。 相似文献
100.
In permafrost regions of Qinghai-Tibetan Plateau, the critical embankment height must be considered in the process of the construction of highway, especially for the global climatic warming. In this paper, the two-dimensional numerical analysis for the critical embankment height (for gravel road surface and coarse-grained soil) has been performed by using thefinite element method. In the calculation, we think that the service life of the construction is at least 50 years. The mean annual air temperatures applied to the calculation model are -6.5 ℃, -6.0 ℃, -5.5 ℃, -5.0 ℃, -4.5 ℃ and -4.0 ℃, respectively, and the value of temperature rise are taken as 1.10℃ in the coming 50 years. The minimum embankment heights derived from the analysis are 0.85 m, 0.92 m, 1.01 m, 1.18 m, 1.60 m and 2.66 m for the different mean annual air temperatures and the maximum embankment heights are 7.68 m,7.55 m, 7.34 m, 7.00 m, 6.45 m and 5.85m, accordingly. On condition that the service life of embankment is 50 years, the critical value of the mean annual air temperature is -3.5 ℃. Namely, in the areas where the mean annual air temperature is higher than -3.5 ℃, the critical embankment height does not exist. 相似文献