全文获取类型
收费全文 | 1843篇 |
免费 | 261篇 |
国内免费 | 223篇 |
专业分类
测绘学 | 140篇 |
大气科学 | 171篇 |
地球物理 | 410篇 |
地质学 | 864篇 |
海洋学 | 189篇 |
天文学 | 100篇 |
综合类 | 289篇 |
自然地理 | 164篇 |
出版年
2024年 | 4篇 |
2023年 | 49篇 |
2022年 | 37篇 |
2021年 | 51篇 |
2020年 | 80篇 |
2019年 | 59篇 |
2018年 | 34篇 |
2017年 | 13篇 |
2016年 | 25篇 |
2015年 | 31篇 |
2014年 | 48篇 |
2013年 | 41篇 |
2012年 | 45篇 |
2011年 | 40篇 |
2010年 | 39篇 |
2009年 | 39篇 |
2008年 | 33篇 |
2007年 | 68篇 |
2006年 | 83篇 |
2005年 | 93篇 |
2004年 | 169篇 |
2003年 | 106篇 |
2002年 | 122篇 |
2001年 | 121篇 |
2000年 | 306篇 |
1999年 | 140篇 |
1998年 | 47篇 |
1997年 | 40篇 |
1996年 | 61篇 |
1995年 | 36篇 |
1994年 | 56篇 |
1993年 | 23篇 |
1992年 | 21篇 |
1991年 | 27篇 |
1990年 | 28篇 |
1989年 | 13篇 |
1988年 | 11篇 |
1987年 | 18篇 |
1986年 | 5篇 |
1985年 | 7篇 |
1984年 | 11篇 |
1983年 | 11篇 |
1982年 | 4篇 |
1981年 | 4篇 |
1980年 | 3篇 |
1979年 | 3篇 |
1963年 | 3篇 |
1959年 | 2篇 |
1957年 | 4篇 |
1954年 | 2篇 |
排序方式: 共有2327条查询结果,搜索用时 156 毫秒
31.
Rheological Properties and Incipient Motion of Cohesive Sediment in the Haihe Estuary of China 总被引:2,自引:1,他引:2
The Haihe cohesive sediment, which is typical in China, is studied systematically for its basic physical and incipientmotion properties. Following the requirements of dredging works in the Haihe Estuary, cohesive sediment samples weretaken from three locations. Laboratory experiments were conducted to determine the rheological properties of these sam-ples and to examine the incipient motion of the cohesive sediment. It is found that the cohesive sediment has an obviousyield stress τb, which increases with the mud density in a manner of an exponential function, and so does the viscosityparameter η. The cohesive sediment behaves like a Bingham fluid when its density is below 1.38 ~ 1.40 g/cm3, andwhen denser than these values, it may become a power-law fluid. The incipient motion experiment also revealed that theincipient velocity of the cohesive sediment increases with the density in an exponential manner. Therefore, the incipientmotion is primarily related to the density, which is different from the case for non-cohesive sediment in which the incipi-ent motion is correlated with the diameter of sand particles instead. The incipient motion occurs in two different ways de-pending on the concentration of mud in the bottom. For sufficiently fine particles and a concentration lower than1.20 g/cm3, the cohesive sediment appears as fluidized mud, and the incipient motion is in the form of instability of aninternal wave. For a higher concentration, the cohesive sediment appears as general quasi-solid-mud, and the incipientmotion can be described by a series of extended Shields curves each with a different porosity for newly deposited alluvial mud. 相似文献
32.
工业革命以来化石燃料的大量使用和森林的过度砍伐,引起大气CO2浓度大幅度增加,但同时由于"Suess"效应,大气δ13C值却在不断下降。研究大气δ13C值的变化历史,不仅有助于预测其今后的趋向,而且可以用来了解碳循环的自然变率和校正全球碳预算模型。由于直接的仪器测量从1978年才开始,因此便产生了各种各样的替代方法。利用树轮δ13C值重建古大气δ13C值的变化就是其中的一种,但树轮δ13C值容易受到外界环境因子的影响,从树轮δ13C值中得到的大气δ13C值存在很大的差异。本文分析了树木生长季(5—9月)温度和降水对树轮δ13C值序列变化趋势的影响。结果表明,温度和降水对树轮δ13C序列的趋势变化没有明显的影响,树轮δ13C值近几十年来下降的趋势主要反映的是大气CO2浓度的增加引起的"Suess"效应。但自然灾害的发生和树轮δ13C值的边材效应可以改变这种结果,如新疆昭苏树轮δ13C值和年轮宽度分别在1969年和1967年突然升高以及青海祁连树轮δ13C值在1990年后上升。 相似文献
33.
The abandoned Yellow River Delta coast is a typical erodible silty and muddy coast in China. The paper analyses the marine dynamic characteristics and the mechanism of beach erosion of this area. Analysis and calculation show that in this sea area wave and tidal current action should be considered. Based on the above analysis, an equilibrium beach profile calculation model is developed, in which the wave-current interaction is considered while sediment supply and sediment re-deposition are neglected. The model consists of four parts: (1) calculation of wave parameters, (2) calculation of velocity due to wave-current interaction at different water depth, (3) calculation of friction velocity and shear stress at different water depths, and (4) calculation of the amount of sediment erosion, erosion intensity and variation of beach profile. Calculated results are in good agreement with observed data. Finally, the evolution tendency is discussed and the equilibrium beach profile of this coast is calculated. B 相似文献
34.
Fuzzy Optimum Model of Semi-Structural Decision for Lectotype Optimization of Offshore Platforms 总被引:8,自引:0,他引:8
In the process of concept design of offshore platforms, it is necessary to select the best from feasible alternatives through comparison and filter. The criterion set, used to evaluate and select the satisfying alternative, consists of many qualitative and quantitative factors. Therefore, the selection is a problem of multicriteria and semi- structural decision- making. Different from traditional methods in semi- structural decision- making, a new framework and methodology is presented in this paper for evaluation of offshore platform alternatives. First, the criterion set is established for the evaluation of alternatives. Next, the approach is studied to construct the relative membership degree matrix, in which both qualitative and quantitative factors are consistent with the uniform calculating standard. And then a new weight-assessing method is developed for calculation of the weights based on the relative membership degree matrix. Finally, a multi-hierarchy fuzzy optimum model is adopted to select t 相似文献
35.
The effects of different lateral confinement stress on the fatigue behavior of and cumulative damage to plain concrete are investigated experimentally. Eighty 100 mm x 100 mm x 100 mm specimens of ordinary strength concrete are tested under constant- or variable-amplitude fatigue loading and lateral confinement pressure in two orthogonal directions. A fatigue equation is developed by modifying the classical Aas-Jakobsen S-N equation for taking into account the effect of the confined stress on fatigue strength of plain concrete. The results of variable-amplitude fatigue tests indicate that the linear damage theory proposed by Palmgren and Miner is unreasonable in the biaxial stress state. A nonlinear cumulative damage model that could model the effects of the magnitude and sequence of variable-amplitude fatigue loading and lateral confinement pressure is proposed on the basis of the evolution laws of the residual strains in the longitudinal direction during fatigue tests. The residual fatigue life predic 相似文献
36.
The effect of the cone spacing of a conieal structure on the ice force is studied by model experiments. The ice force reduction coefficient presented in this paper expresses the relationship between the ice force and the arrangement of cones. The experiments prove that the mode of the ice failure before the boundary of upward-downward bending cone (UDBC) is crushing. A conclusion can also be drawn from the experiments that the ice force on the boundary of UDBC is by far less than that on a vertical pile with the same diameter. Moreover, the ice force frequencies on upright and inve-rted cones are obtained under the field condition of the platform JZ20-2, respectively. The results show that the alterna-tion of the ice force on UDBC can hardly induce resonance of platform JZ20-2. 相似文献
37.
呼伦湖的近期扩张及其与全球气候变化的关系 总被引:10,自引:0,他引:10
通过近20多年湖泊水量平衡分析发现,湖泊水位变化主要由湖盆内径流补给量的丰枯决定。进一步分析揭示,呼伦湖地区乃至整个东北地区,本世纪以来随气温升高,随水有增加的趋势。降水增加导致入湖径流量,湖水位上升,呼伦湖本世纪以来的扩张与内蒙古东部地区其他内陆湖泊的变化一致,但这在我国乃至整个亚洲内陆干旱或半干旱区是独一无二的,为此成为这一地区气候变化的指示器。 相似文献
38.
Following Bagnold's approach, a relationship between sediment transport and energy dissipation is developed. The major assumption made in the study is that the near bed velocity plays a dominant role in the process of sediment transport. A general relationship between energy dissipation and sediment transport is first proposed. Then the equations for total sediment transport are derived by introducing the appropriate expression of energy dissipation rate under different conditions, such as open channel flows, combination of wave and current, as well as longshore sediment transport. Within the flows investigated, the derived relationships are fairly consistent with the available data over a wide range of conditions. 相似文献
39.
40.
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