全文获取类型
收费全文 | 2211篇 |
免费 | 279篇 |
国内免费 | 436篇 |
专业分类
测绘学 | 390篇 |
大气科学 | 451篇 |
地球物理 | 408篇 |
地质学 | 637篇 |
海洋学 | 246篇 |
天文学 | 7篇 |
综合类 | 166篇 |
自然地理 | 621篇 |
出版年
2024年 | 9篇 |
2023年 | 25篇 |
2022年 | 110篇 |
2021年 | 115篇 |
2020年 | 152篇 |
2019年 | 138篇 |
2018年 | 116篇 |
2017年 | 126篇 |
2016年 | 115篇 |
2015年 | 133篇 |
2014年 | 119篇 |
2013年 | 209篇 |
2012年 | 152篇 |
2011年 | 120篇 |
2010年 | 88篇 |
2009年 | 135篇 |
2008年 | 132篇 |
2007年 | 129篇 |
2006年 | 105篇 |
2005年 | 84篇 |
2004年 | 62篇 |
2003年 | 53篇 |
2002年 | 67篇 |
2001年 | 49篇 |
2000年 | 33篇 |
1999年 | 40篇 |
1998年 | 38篇 |
1997年 | 35篇 |
1996年 | 27篇 |
1995年 | 23篇 |
1994年 | 28篇 |
1993年 | 32篇 |
1992年 | 27篇 |
1991年 | 20篇 |
1990年 | 15篇 |
1989年 | 15篇 |
1988年 | 8篇 |
1987年 | 9篇 |
1986年 | 4篇 |
1985年 | 6篇 |
1984年 | 2篇 |
1983年 | 2篇 |
1982年 | 2篇 |
1977年 | 1篇 |
1976年 | 1篇 |
1974年 | 1篇 |
1973年 | 5篇 |
1972年 | 4篇 |
1971年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有2926条查询结果,搜索用时 218 毫秒
51.
对近两年来5~8月中国东部地区120多个测站雨量观测资料和对应4400多幅GMS-5四个通道云图的研究发现:红外亮温的时间、空间变率、红外和水汽通道亮温差等云图衍生资料对消除卷云,弥补夜间缺少可见光云图的不足起到明显作用。从而,应用双判据双重MOS多元回归法建立四通道云图因子、衍生因子与降水量之间的回归方程,进行6小时分级降水估计。为了进一步消除厚卷云和特殊地形的影响,提出使用逐日实时资料自动建立多元回归方程估计降水量,从而对双判据双重MOS多元回归法估计结果进行校正。上海中心气象台的业务使用表明,总体估计的准确率达70%左右。 相似文献
52.
面向全国2000多个台站,应用数值预报产品释用MOS技术制作温度、降水、相对湿度、风、云量及能见度等要素预报,并实现了预报业务运行。通过建立MOS预报系统,表明预报因子和预报对象的处理、建方程前的参数选择以及预报因子的选取都会影响要素预报的质量,需要做大量的细致工作。预报检验结果显示,降水预报尚未达到可用程度.温度和相对湿度的短期预报在大多数情况下是可用的或是可参考的,但还有待进一步改进。降水预报尚需在预报因子和充分运用多种探测信息方面加以改进。 相似文献
53.
面向全国2000多个台站,应用数值预报产品释用MOS技术制作温度、降水、相对湿度、风、云量及能见度等要素预报,并实现了预报业务运行。通过建立MOS预报系统,表明预报因子和预报对象的处理,建方程前的参数选择以及预报因子的选取都会影响要素预报的质量,需要做大量的细致工作。预报检验结果显示,降水预报尚未达到可用程度,温度和相对湿度的短期预报在大多数情况下是可用的或是可参考的,但还有待进一步改进。降水预报尚需在预报因子和充分运用多种探测信息方面着手加以改进。 相似文献
54.
55.
利用偏最小二乘法回归的多变量校正方式,建立了应用近红外反射光谱学方法无损快速测定各种地质样品中有机质的模型.设计了多重散射光校正、标准正常变量转换及导数光谱,扣除额外基线和重叠信号的影响,分离出与有机质含量有关的光谱信息.大多数地质样品的有机质近红外反射光谱估算结果与化学法符合. 相似文献
56.
泰斯模型的统计分析求解 总被引:4,自引:0,他引:4
本文利用统计分析来求解水文地质参数,原理简单,解是唯一的。其基本思想是利用非稳定流抽水试验获得的s-t系列资料,以泰斯公式为参考模型,建立试验系列的非线性统计模型,求解导水系数T和贮水系数μ 。统计模型既可利用目前先进的软件辅助求解,亦可利用一台可编程计算器完成计算。本文借助一个实例,应用MATLAB语言的统计分析工具的多元回归分析模块进行求解,获得了理想的结果。 相似文献
57.
Aggregate is a low unit-value mineral commodity. Costs to move aggregate from the mine site to the point of use is a large fraction of the resource cost to users. Production sites for aggregate occur where suitable source materials exist and where transportation and market conditions are favorable. The increasing demand for aggregate and the difficulty of developing and permitting new sites and of renewal of permits on existing sites of aggregate production indicates that aggregate will be supplied from sources yet to be developed or delineated in many areas. Site development and permitting for aggregate production is difficult because many land management plans and zoning actions fail to anticipate prospective source areas for aggregate in a way that is consistent with both the source rock quality and the transportation and socioeconomic factors that define the economic viability of the industry. Spatial analysis provides a method to integrate both geology and economic (transportation and marketplace) parameters in a regional model. Weights of evidence (WofE) analysis has been used to measure the spatial correlation of geologic map, transportation network, and population data with current production sites for crushed stone aggregate in the New England region of the northeastern United States. Weighted logistic regression (WLR) is used with the WofE results to rank areas in terms of their relative suitability for production of crushed stone. Spatial analysis indicates that 85% of the 106 crushed stone aggregate quarries in New England are sited within 1.6 km (1 mile) of either a principal highway or rail line in the region. Seventy-eight percent of crushed stone aggregate quarries are sited in census tracts with population densities exceeding 100 people/mile2. These relations illustrate the importance of proximity to both transportation corridors and developing areas where aggregate is predominately used. Only one active crushed stone quarry is located in a census tract with a population density less than 15 people/mile2, reflecting the lack of sufficient market demand in many rural areas to develop an operation there. However, since 1990, almost all new quarries have been developed in census tracts with population densities less than 200 people/mile2, indicating the difficulty of permitting new quarry sites in highly populated areas. Crushed stone aggregate is produced predominately from three hard rock types that are distributed widely in New England; 28% of sites use granitic rock, 25% use carbonate rocks, and 25% use mafic rock types that are categorized as trap rock by the aggregate industry. The other crushed stone aggregate sources include a variety of fine-grained metamorphic rock types. Carbonate rocks and Jurassic basalt (the primary trap rock source) are the most prevalent source rocks on an area-weighted basis. Spatial analysis can be used on a regional scale to rank areas by their relative suitabilityfor crushed stone aggregate production based on geology, transportation, and population parameters. The results of this regional analysis can identify areas for more detailed evaluation. As transportation or population features change, the model can be revised easily to reflect these changes. 相似文献
58.
59.
Introduction The 21st century is the time for the exploitation and utilization of underground spaces. It is astrategic way to defeat the severe challenge that human are now confronting with, such as the lackof land, contamination of environment, traffic jam, waste of sources, and so on. The exploitationand utilization of underground space has become a global tendency, and a significant sign inevaluating the speed of modernization of cities. Facing the challenge, it is significantly necess… 相似文献
60.
Introduction Estimation of an attenuation relationship for strong ground motion parameters has been an interesting research subject in the field of engineering seismology and has played a very important role in seismic safety evaluation, seismic zoning, seismic hazard evaluation of major constructions, etc. At present, the generally used parameters include peak acceleration, peak velocity and elastic response spectrum. Such parameters mentioned above are essentially independent of the duration… 相似文献