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41.
南海罗斯贝变形半径的地理及季节变化 总被引:3,自引:1,他引:3
根据南海 1°× 1°网格的标准层季节平均温、盐度资料 ,在未引入Boussinesq近似条件下 ,采用改进的Thompson Haskell算法求解线性化斜压海洋水平大尺度波的垂直结构方程 (重力内波方程 ) ,从而得到了南海各网格点的第一斜压重力波相速度和相应的罗斯贝变形半径 ,并探讨其地理分布和季节变化特征 ,以期有助于南海环流和中尺度涡旋以及有关海洋侧边界效应的研究。 相似文献
42.
Breaking wave induced nearsurface turbulence has important consequences for many physical and biochemical processes including water column and nutrients mixing,heat and gases exchange across air-sea interface.The energy loss from wave breaking and the bubble plume penetration depth are estimated.As a consequence,the vertical distribution of the turbulent kinetic energy(TKE),the TKE dissipation rate and the eddy viscosity induced by wave breaking are also provided.It is indicated that model results are found to be consistent with the observational evidence that most TKE generated by wave breaking is lost within a depth of a few meters near the sea surface.High turbulence level with intensities of eddy viscosity induced by breaking is nearly four orders larger than υwl(=κuwz),the value predicted for the wall layer scaling close to the surface,where uw is the friction velocity in water,κ with 0.4 is the von Kármán constant,and z is the water depth,and the strength of the eddy viscosity depends both on wind speed and sea state,and decays rapidly through the depth.This leads to the conclusion that the breaking wave induced vertical mixing is mainly limited to the near surface layer,well above the classical values expected from the similarity theory.Deeper down,however,the effects of wave breaking on the vertical mixing become less important. 相似文献
43.
平均大潮高潮面的科学定位和现实描述 总被引:4,自引:0,他引:4
在对平均大潮高潮面进行科学定位的基础上,进一步阐明了我国海岸线(岛屿岸线、明礁、灯塔)起算面的定义。引入了三个国标的定义和沿海五省制定的法律条例的规定,结合东海及其岛屿海岸线不同起算面的计算算例,论证了我国海岸线就是平均大潮高潮面形成的实际痕迹线,并以此作为海陆分界线的科学定位和现实意义,澄清了在这一领域存在的一些异议和模糊认识。同时,并就这一重要的基准面进行现实的描述,以期服务于当前我国沿海经济建设、海域使用管理、海岸带开发和有关专项调查以及海洋测绘事业中。 相似文献
44.
Starting from the widespread phenomena of porous bottoms in the near shore region, considering fully the diversity of bottom topography and wave number variation, and including the effect of evanescent modes, a general linear wave theory for water waves propagating over uneven porous bottoms in the near shore region is established by use of Green‘s scond identity. This theory can be reduced to a number of the most typical mild-slope equations curreutly in use and provide a reliable research basis for follow-up development of nonlinear water wave theory involving porous bottoms. 相似文献
45.
Based on Hong‘s theory, previous random models, and a generalized expression suitable for FIT calculation, the interaction between irregular waves and vertical walls is numerically simulated. The results of simulation demonstrate that the wave energy changes with the incidence angle and the distance from the wall. Particularly, the Mach effect and the combined wave spectrum characteristics are analyzed in detail, which are significant in both theory and practice. 相似文献
46.
More and more researches show that neither the critical downward acceleration nor the critical slope of water waves is a universal constant. On the contrary, they vary with particular wave conditions. This fact moders the models either for the probability of wave breaking B or for the whitecap coverage W based on these criteria difficult to apply. In this paper and the one which follows we seek to develop models for the prediction of both B and W based on the kinematical criterion. First, several joint probabihstic distribution functions (PDFs) of wave characteristics are derived, based on which the breaking properties B and W are estimated. The estimation is made on the assumption that a wave breaks ff the horizontal velocity of water particles at its crest exceeds the local wave celerity, and whitecapping occurs in regions of fluid where water particles travel faster than the waves. The consequent B and W depend on wave spectral moments of orders 0 to 4.Then the JONSWAP spectrum is used to represent the fetch-limited sea waves in deep water, so as to relate the probahility of wave breaking and the whitecap coverage with wind parameters. To this end, the time-averaging technique proposed by Glazman (1986) is applied to the estimation of the spectral moments involved, and furthermore, the theoretical models are compared with available observations collected from published literature. From the comparison, the averaging time scale is determined. The final models show that the probability of wave breaking as well as the whitecap coverage depends on the dimensionless fetch. The agreement between these models and the database is reasonable. 相似文献
47.
本文采用随机格林函数方法求解了电磁场随机波动方程,给出了具有倾斜表面含气泡海浪的体散射系数表达式,并且指出,当电磁波近垂直入射时,只应用面散射模型是不充分的,必须考虑体散射效应.同时讨论了当入射角在20°~30°之间体散射系数与面散射系数的加权对接问题,给出了完整的海面散射系数计算过程. 相似文献
48.
根据多层神经网络映射存在定理,提出了基于神经网络响应面和塑性极限分析理论的结构系统可靠性分析的新方法。数值试验表明,该方法可以快速、高质量地求出结构系统可靠性指标,是一个具有发展前景的新方法。 相似文献
49.
根据香港附近海区1985,1986年两次台风大浪的实测资料,以有效波高为相应水平,对波群作统计分析,得出可供海洋工程参考的波群连长、波群重复长度、波群出现频率以及波群中最大波高与有效波高的关系等。并将统计值与理论值作比较,结果表明:统计值大于“连”的理论值,而与包线理论中采用合田修正公式的汁算值相近。 相似文献
50.