全文获取类型
收费全文 | 51790篇 |
免费 | 5458篇 |
国内免费 | 7742篇 |
专业分类
测绘学 | 2594篇 |
大气科学 | 8431篇 |
地球物理 | 11556篇 |
地质学 | 25737篇 |
海洋学 | 4382篇 |
天文学 | 3046篇 |
综合类 | 4896篇 |
自然地理 | 4348篇 |
出版年
2024年 | 120篇 |
2023年 | 537篇 |
2022年 | 1229篇 |
2021年 | 1485篇 |
2020年 | 1267篇 |
2019年 | 1319篇 |
2018年 | 5847篇 |
2017年 | 5061篇 |
2016年 | 3929篇 |
2015年 | 1524篇 |
2014年 | 1878篇 |
2013年 | 1581篇 |
2012年 | 2431篇 |
2011年 | 4106篇 |
2010年 | 3531篇 |
2009年 | 3800篇 |
2008年 | 3146篇 |
2007年 | 3554篇 |
2006年 | 1207篇 |
2005年 | 1227篇 |
2004年 | 1199篇 |
2003年 | 1187篇 |
2002年 | 1078篇 |
2001年 | 850篇 |
2000年 | 1058篇 |
1999年 | 1469篇 |
1998年 | 1244篇 |
1997年 | 1303篇 |
1996年 | 1086篇 |
1995年 | 1001篇 |
1994年 | 897篇 |
1993年 | 785篇 |
1992年 | 638篇 |
1991年 | 464篇 |
1990年 | 318篇 |
1989年 | 348篇 |
1988年 | 291篇 |
1987年 | 199篇 |
1986年 | 165篇 |
1985年 | 121篇 |
1984年 | 100篇 |
1983年 | 78篇 |
1982年 | 76篇 |
1981年 | 75篇 |
1980年 | 69篇 |
1979年 | 31篇 |
1978年 | 16篇 |
1977年 | 7篇 |
1976年 | 12篇 |
1958年 | 24篇 |
排序方式: 共有10000条查询结果,搜索用时 0 毫秒
31.
32.
Xu Shikai Wang Hongchuan Hong Guangwen
Engineer Nanjing Hydraulic Research Institute Nanjing .
Professor Research Institute of Coastal Ocean Engineering Hohai University Nanjing 《中国海洋工程》1996,(4)
To solve problems concerning wave elements and wave propagation, an effective way is the wave energy balance equation, which is widely applied in oceanography and ocean dynamics for its simple computation. The present papaer advances wave energy balance equations considering lateral energy transmission and energy loss as the governing equation for the study of wave refraction-diffraction. For the mathematical model, numerical simulation is made by means of difference method, and the result is verified with two examples. 相似文献
33.
A new kind of nematocyst, heteromorphore, and three new types of nematocysts, microbasic spino-mastigophore, microbasic undulata-mastigophore, microbasic laevis-mastigophore, are described from medusae of the Xiamen Harbour and discussed by comparison with the results of other research workers. 相似文献
34.
The intertidal erosion rate of cohesive sediment: a case study from Long Island Sound 总被引:2,自引:0,他引:2
Over the past decades, many attempts have been made to generate useful bottom erosion models for the study of cohesive sediment movement. This study addresses some of the key questions involved in determining the functional relationship between erosion rate and bottom shear stress. Current, wave, and turbidity data were collected from a bottom mounted instrument array in a moderately energetic estuarine environment. The bottom shear stress was calculated from a wave–current interaction model. The erosion rate was derived from the observed sediment concentration using a vertical mixing model. Examination of the relationship between erosion rate and bottom stress showed that the erosion rate varied at intertidal frequency. When averaged over the tidal fluctuation, the erosion rate remained approximately constant at low stress, but increased sharply when the shear stress rose above a critical value. This suggests two-stage erosion. The bed has a layered structure, in which a thin layer of loose, high water content material overlies a more consolidated bed. The top layer of high water content material (fluff) was easily disturbed and re-suspended by tidal currents, but the consolidated bottom layer was eroded only under conditions of high shear stress. 相似文献
35.
A geomorphological and statistical analysis of slope canyons from the northern KwaZulu-Natal continental margin is documented
and compared with submarine canyons from the Atlantic margin of the USA. The northern KwaZulu-Natal margin is characterized
by increasing upslope relief, concave slope-gradient profiles and features related to upslope growth of the canyon forms.
Discounting slope-gradient profile, this morphology is strikingly similar to canyon systems of the New Jersey slope. Several
phases of canyon incision indicate that downslope erosion is also an important factor in the evolution of the northern KwaZulu-Natal
canyon systems. Despite the strong similarities between the northern KwaZulu-Natal and New Jersey slope-canyon systems, key
differences are evident: (1) the concavity of the northern KwaZulu-Natal slope, contrasting with the ∼linear New Jersey slope;
(2) the relative isolation of the northern KwaZulu-Natal canyons, rather than the dense clustering of the New Jersey canyons;
and (3) the absence of strongly shelf-breaching canyons along the northern KwaZulu-Natal margin. In comparison with the New
Jersey margin, we surmise a more youthful stage of canyon evolution, a result of either the canyons themselves being younger
or the formative processes being less active. Less complicated patterns of erosion resulting from reduced sediment availability
have developed in northern KwaZulu-Natal. The reduction in slope concavity on the New Jersey margin may be the result of grading
of the upper slope by intensive headward erosion, a process more subdued—or less evident—on the KwaZulu-Natal margin. 相似文献
36.
In this paper, the irregular wave force on a cylindrical pier group is calculated by the method of spectrum analysis, and the coefficients of the group effect of piers in the pier group are given here. The calculated results, using P-M and Bretshneider's. (B's) spectra, are obtained for the cases of 2 piers, 3 piers and 4 piers. To compare these results with those obtained for regular waves, we can come to some significant conclusions. Under the action of the irregular wave, when the distance between the piers in the pier group increases, the coefficient of the group effect decreases and tends rapidly to the case of a single pier. In general, when the ratio of the distance between the piers to the diameter of the pier is greater than 4, the group effect can be neglected. 相似文献
37.
本文根据1982年4月21日~5月12日,7月23日~8月5日,10月12~30日在34°30′N以北.124°E以西黄海水域污染现状综合调查中获得的样品和资料,分析了本海区水母类的种类组成,数量分布以及季节变化。调查海区共鉴定有34种水母,其中优势种有盘形美螅水母Clytiadiscoida,四枝管水母Proboscidactylaflavicirrata,五角水母Muggiaeaattantica。秋季(10月)为水母类总个体数的高峰期(8.67个/m3)。水母类的分布与水温、盐度密切相关,海流或水团也起重要作用.水母类分布的变更可以反映出沿岸水和外海水相互推移和消长状况。 相似文献
38.
王梅林 《中国海洋大学学报(自然科学版)》1987,(2)
每几个不同种的雌性克隆对高温(22℃、24℃、26℃)的适应力有所差异。大西洋沿岸的Laminariahyperhoren和L.sacchrina雌性克隆较太平洋沿岸的L.japonica、L.angustata和L.ochotensis雌性克隆明显地不耐高温,遗传性的不同是造成这种差异的主要原因。这种遗传性差异是海带长期自然选择的结果。同一物种L.japonica和L.japonicaCⅡ两种雌性克隆在24℃条件下,在第24天其死亡率分别是40.2%和25.2%,X~2=12.25,P<0.001,差异是高度显著的,说明这种不同是遗传性不同所致,而且属于物种内部的差异。 相似文献
39.
Wave-induced seabed instability, either momentary liquefaction or shear failure, is an important topic in ocean and coastal engineering. Many factors, such as seabed properties and wave parameters, affect the seabed instability. A non-dimensional parameter is proposed in this paper to evaluate the occurrence of momentary liquefaction. This parameter includes the properties of the soil and the wave. The determination of the wave-induced liquefaction depth is also suggested based on this non-dimensional parameter. As an example, a two-dimensional seabed with finite thickness is numerically treated with the EFGM meshless method developed early for wave-induced seabed responses. Parametric study is carried out to investigate the effect of wavelength, compressibility of pore fluid, permeability and stiffness of porous media, and variable stiffness with depth on the seabed response with three criteria for liquefaction. It is found that this non-dimensional parameter is a good index for identifying the momentary liquefaction qualitatively, and the criterion of liquefaction with seepage force can be used to predict the deepest liquefaction depth. 相似文献
40.
烟台市污水处理深海排放工程设计方案研究与选择 总被引:2,自引:0,他引:2
沿海城市污水处理深海排放工程在我国起步较晚,烟台市污水处理深海排放工程我国目前规模最大的同类工程,且已进入施工阶段,本文详细阐述了该工程及水工设计方案,在我国城市污水2深海排放工程领域作了积极有益的探索。 相似文献