全文获取类型
收费全文 | 12694篇 |
免费 | 2931篇 |
国内免费 | 4131篇 |
专业分类
测绘学 | 1194篇 |
大气科学 | 1480篇 |
地球物理 | 2812篇 |
地质学 | 10201篇 |
海洋学 | 1101篇 |
天文学 | 28篇 |
综合类 | 1578篇 |
自然地理 | 1362篇 |
出版年
2024年 | 76篇 |
2023年 | 309篇 |
2022年 | 600篇 |
2021年 | 719篇 |
2020年 | 714篇 |
2019年 | 877篇 |
2018年 | 683篇 |
2017年 | 706篇 |
2016年 | 781篇 |
2015年 | 829篇 |
2014年 | 1030篇 |
2013年 | 864篇 |
2012年 | 977篇 |
2011年 | 1006篇 |
2010年 | 810篇 |
2009年 | 906篇 |
2008年 | 850篇 |
2007年 | 882篇 |
2006年 | 811篇 |
2005年 | 700篇 |
2004年 | 658篇 |
2003年 | 568篇 |
2002年 | 485篇 |
2001年 | 385篇 |
2000年 | 379篇 |
1999年 | 339篇 |
1998年 | 285篇 |
1997年 | 280篇 |
1996年 | 239篇 |
1995年 | 210篇 |
1994年 | 194篇 |
1993年 | 158篇 |
1992年 | 136篇 |
1991年 | 80篇 |
1990年 | 73篇 |
1989年 | 48篇 |
1988年 | 37篇 |
1987年 | 30篇 |
1986年 | 18篇 |
1985年 | 5篇 |
1984年 | 4篇 |
1983年 | 4篇 |
1979年 | 5篇 |
1975年 | 1篇 |
1954年 | 5篇 |
排序方式: 共有10000条查询结果,搜索用时 421 毫秒
101.
102.
本文对福清湾北部及其以东近岸海域的地质地貌,潮流和波浪等沉积环境因素,以及对沉积物和悬浮泥沙的粒度,矿物特征进行研究,认为福清湾为溺谷型的半封闭潮汐汊道海湾存在着较大的潮差和潮流流速,沉积物沿潮流方向呈东粗西细和岸边细、向海变粗的潮流分异特征,潮流控制着沉积物的布局,而属于潮控的浅海沉积环境。 相似文献
103.
东海陆架外缘隆起带地质构造特征 总被引:1,自引:0,他引:1
根据地质、地球物理及钻探资料,结合周边区域地质资料,论证东海外缘隆起带前中中新世基底岩系组成及地质构造特征。 相似文献
104.
鳚亚目鱼类是鲈形目中较大的一个亚目,现知全世界有127属,700余种(Nelson,1994)。目前还不断有新种发现,多数为海洋鱼类,世界性分布。
鳚亚目鱼类大多体型较小,对它们的研究也少。随着科学技术的发展和研究方法的不断完善,人们对这一类群的认识也愈来愈深入,其种类、区系与动物地理学等方面的特点正逐渐为研究者所揭示。其中有些种类由于在海洋生态学、环境生物学和渔业生产上具有重要意义而吸引着许多鱼类学家和生态学家的注意和对其进行研究(Kotrschal,1992;Springer,1993;Stepien,1993)。
印度-西太平洋是鳚亚目鱼类种类最多的海区之一,中国及周边国家和地区在此领域已有一定的研究基础。日本学者Masuda等(1984)总结了日本沿岸鳚亚目鱼类有86属212种,菲律宾已知有36属80余种(Herre,1953)。中国是世界上海岸线最长的国家之一,适合于鳚亚目鱼类栖息的生境相当广泛,种类也相当丰富。作者根据目前已掌握的标本和文献资料,经初步分析得出中国海区现有鳚亚目鱼类33属78种。 相似文献
105.
Two-Dimensional Mathematical Model of Tidal Current and Sediment for Oujiang Estnary and Wenzhou Bay 总被引:1,自引:0,他引:1
A 2-D mathematical model of tidal current and sediment has been developed for the Oujiang Estuary and the WenzhouBay. This model accomodates complicated features including multiple islands, existence of turbidity, and significant differ-ence in size distribution of bed material. The governing equations for non-uniform suspended load and bed load transport arepresented in a boundary-fitted orthogonal curvilinear coordinate system. The numerical solution procedures along with theirinitial conditions, boundary conditions, and movable boundary technique are presented. Strategies for computation of thecritical condition of deposition or erosion, sediment transport capacity, non-uniform bed load discharge, etc. are suggested.The model verification computation shows that, the tidal levels computed from the model are in good agreement with the fielddata at the 18 tidal gauge stations. The computed velocities and flow directions also agree well with the values measuredalong the totally 52 synchronously observed verticals distributed over 8 cross sections. The computed tidal water throughputsthrough the Huangda‘ao cross section are close to the measured data. And the computed values of bed deformation fromYangfushan to the estuary outfall and in the outer-sea area are in good agreement with the data observed from 1986 to 1992.The changes of tidal volumes through the estuary, velocities in different channels and the bed form due to the influence of thereclamation project on the Wenzhou shoal are predicted by means of this model. 相似文献
106.
107.
AbstractWith the large-scale development and utilization of ocean resources and space, it is inevitable to encounter existing submarine facilities in pile driving areas, which necessitates a safety assessment. In this article, by referring to a wharf renovation project as a reference, the surrounding soil response and buried pipe deformation during pile driving in a near-shore submarine environment are investigated by three-dimensional (3D) numerical models that consider the pore water effect. Numerical studies are carried out in two different series: one is a case of a single pile focusing on the effect of the minimum plane distance of the pile–pipe, and the other is a case of double piles focusing on the effect of the pile spacing. 相似文献
108.
Since the beginning of formation of Proto-Taiwan, the subducting Philippine (PH) Sea plate has moved continuously through
time in the N307° direction with respect to Eurasia (EU), tearing the EU plate. The subducting EU plate includes a continental
part in the north and an oceanic part in the south. The boundary B between these two domains corresponds to the eastern prolongation
of the northeastern South China Sea ocean-continent transition zone. In the Huatung Basin (east of Taiwan), the Taitung Canyon
is N065° oriented and is close and parallel to B. Seismic profiles show that the southern flank of the canyon corresponds
to a fault with a normal component of a few tens of meters in the sediments and possible dextral shearing. Several crustal
earthquakes of magnitude >%6 are located beneath the trend of the Taitung Canyon and focal mechanisms suggest that the motion
is right-lateral. Thus, faulting within the sedimentary sequence beneath the Taitung Canyon is a consequence of underlying
dextral strike-slip crustal motions. As the continental part of the EU slab located north of B has been recently detached,
some subsequent dextral strike-slip motion might be expected within the EU slab, along the ocean-continent transition zone,
which is a potential zone of weakness. We suggest that the dextral strike-slip motion along the ocean-continent boundary of
the EU slab might trigger the observed dextral strike-slip motion within the overlying PH Sea crust and the associated faulting
within the sediments of the Huatung Basin, beneath the Taitung Canyon.
An erratum to this article is available at . 相似文献
109.
南黄海表层沉积物中氮的区域地球化学特征 总被引:5,自引:0,他引:5
通过分级浸取分离的方法获得了南黄海表层沉积物不同形态的氮,首次探讨其分布的区域性特征:南黄海表层沉积物中各形态氮在不同测线上均呈现出波状分布。B测线的基本上呈现出中部海域高,两边海域低,而西部海域又略高于东部海域的趋势,D和E测线的基本上呈现出西高、东低的趋势,C测线的则呈现出西低、东高的趋势,F测线的变化趋势比较平缓,从整体上看,SOEF—N和TN的分布呈现出西部海区比东部海区低的趋势。受各测线上沉积物种类差异的影响,自北向南各形态氮的变化幅度逐渐减小,其中SOEF-N在各测线上的变化幅度最大,且自北向南降幅最大。受水动力及沉积物粒度的影响,不同形态氮在黄海槽内各站位沉积物中的含量较高。沉积物中各形态氮在不同测线上的分布还表明,陆源输入对南黄海沉积物中氮测线分布有较小的影响,海洋自生氮对南黄海表层沉积物中氮的形态、含量与分布具有重要影响。 相似文献
110.
土工布充砂袋的应用及其研究进展 总被引:10,自引:1,他引:10
对土工布充砂袋技术和国内外的应用进行了介绍。鉴于土工布充砂袋属于一种新兴起的土工新材料和新技术,在设计和工程实际中还存在着许多急待解决的问题,着重对各种典型状态和典型环境下的土工布充砂袋的变形、应力和土工布充砂袋堆的稳定性研究进展进行综述,最后提出进一步研究的思路。 相似文献