全文获取类型
收费全文 | 1142篇 |
免费 | 341篇 |
国内免费 | 372篇 |
专业分类
测绘学 | 153篇 |
大气科学 | 175篇 |
地球物理 | 315篇 |
地质学 | 753篇 |
海洋学 | 217篇 |
天文学 | 63篇 |
综合类 | 119篇 |
自然地理 | 60篇 |
出版年
2024年 | 6篇 |
2023年 | 17篇 |
2022年 | 44篇 |
2021年 | 57篇 |
2020年 | 68篇 |
2019年 | 89篇 |
2018年 | 62篇 |
2017年 | 55篇 |
2016年 | 89篇 |
2015年 | 99篇 |
2014年 | 98篇 |
2013年 | 91篇 |
2012年 | 104篇 |
2011年 | 85篇 |
2010年 | 81篇 |
2009年 | 97篇 |
2008年 | 71篇 |
2007年 | 91篇 |
2006年 | 63篇 |
2005年 | 65篇 |
2004年 | 53篇 |
2003年 | 55篇 |
2002年 | 45篇 |
2001年 | 46篇 |
2000年 | 30篇 |
1999年 | 29篇 |
1998年 | 41篇 |
1997年 | 23篇 |
1996年 | 13篇 |
1995年 | 20篇 |
1994年 | 9篇 |
1993年 | 10篇 |
1992年 | 15篇 |
1991年 | 8篇 |
1990年 | 3篇 |
1989年 | 6篇 |
1988年 | 3篇 |
1987年 | 3篇 |
1986年 | 1篇 |
1985年 | 1篇 |
1984年 | 2篇 |
1983年 | 1篇 |
1982年 | 1篇 |
1981年 | 2篇 |
1980年 | 2篇 |
1979年 | 1篇 |
排序方式: 共有1855条查询结果,搜索用时 218 毫秒
131.
Preliminary results of measuring the crustal deformation in Qinghai-Xizang area using GPS technique 总被引:5,自引:0,他引:5
GPS repetition measurement tbta in Qinghai-Xizatlg (Tibetan) area in 1992 and 1994 have been used to determine the change
rates of seven bascline vectors of Lhasa-Wenquan, etc. It is the first time to obtain the direct observation results of the
large-scale crustal horizontal motions in this area. Thesc preliminary results also for the first time provide the direct
observation evidence for some important geophysical and geological viewpoints, such as the northward gradual reduce of the
effect of the northward push-pressing to Eurasian continent by Indian Plate in the Qinghai-Xizang area, having a southward
strike slip movement of the Chuan-Dian diamond block, etc. 相似文献
132.
133.
Unsteadiness as a cause of non-equality of eddy diffusivities for heat and vapour at the base of an advective inversion 总被引:8,自引:8,他引:0
This paper examines the effect of non-stationarity of the wind on similarity of the eddy diffusivities for heat and vapour within a stable layer at the bottom of an internal boundary layer formed downwind of a dry-to-wet transition. First, we present some experimental data taken above a rice crop downwind of very extensive dry range lands at Warrawidgee, NSW, Australia. These data establish that periods of higher wind speed were associated with periods of higher saturation deficit in the canopy of the rice crop, and lower Bowen ratio. It is shown that Bowen ratios calculated for 30-second sub-intervals varied three-fold within a single 20-minute averaging period. Thus periods of higher wind speed corresponded to periods of higher moisture flux and smaller sensible heat flux.An idealized situation is then analysed theoretically. It is assumed that the time scale of the slow variations of the wind is long compared with the surface-layer time scale and that fetch is sufficient that the air near the ground is in continuous equilibrium with the surface. Using a two-scale Reynolds decomposition of the fluctuating wind and scalar variables into active and inactive components, it is shown that unsteadiness can lead to an eddy diffusivity for saturation deficit, calculated as the ratio of average flux to average gradient, that is larger than that for total energy calculated in a similar way. Using this ratio to calculate the ratio of diffusivities for temperature and humidity, KT/Kq, it is found that the latter can be much larger than one if the Bowen ratio is small and negative. Despite this, assuming KT = Kq and using the Bowen ratio method to calculate surface energy fluxes will usually incur only minor errors. 相似文献
134.
The remediation strategy for an industrial site located in a coastal area involves a pump and treat system and a horizontal flow barrier (HFB) penetrating the main aquifer. To validate the groundwater flow conceptual model and to verify the efficiency of the remediation systems, we carried out piezometric measurements, slug tests, pumping tests, flowmeter tests and multilevel sampling. Flowmeter tests are used to infer vertical groundwater flow directions, and base exchange index is used to infer horizontal flow directions at a metric scale. The selected wells are located both upstream and downstream of the HFB. The installation of the HFB produced constraints to the groundwater flow. A stagnant zone of contaminated freshwater floating over the salt wedge in the upper portion of the aquifer is detected downstream of the HFB. This study confirms that the adopted remediation system is efficiently working in the area upstream of the HFB and even downstream in the bottom part of the aquifer. At the same time, it has also confirmed that hot spots are still present in stagnant zones located downstream of the HFB in the upper part of the aquifer, requiring a different approach to accomplish remediation targets. The integrated approach for flow quantification used in this study allows to discriminate the direction and the magnitude of groundwater fluxes near an HFB in a coastal aquifer. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
135.
���������ֽ�ؿ��α������о� 总被引:1,自引:1,他引:0
?????????????????????У???????????????????????????????о????????????α????????????????????????????????λ???????????С?????????????????????????????????????????У??????????λ??????????????????????????????????????????????????????????????????????????????????????????????????????????????Ч??????????????????????????????????????????????????????е????????С??????????????????????????α????????????????????????????????????????????Ш???????????? 相似文献
136.
�������ʹ������ϵ���е��α������̽�� 总被引:2,自引:2,他引:0
施一民 《大地测量与地球动力学》2007,27(1):65-68
?????????м?????λ??????????????????????????????????????????λ????????′???????????γ??????????????????????????????????α????????????????????????????????λ??????????????????????????????????????????????????????????????????????????????????????????????λ????λ???????????????б?????????????????????????????? 相似文献
137.
138.
《海洋技术学报》2024,(1)
作为当今世界上最先进的测流仪器,水平式声学多普勒流速剖面仪(Horizontal Acoustic Doppler Current Profiler,H-ADCP) 因其精度高、速度快等突出优势在河流中的应用越来越广泛,但在航运业发达地区,由于受船行波的影响,很难得到稳定可靠的流速数据,阻碍了H-ADCP在平原河网地区的应用和推广。目前技术上很难做到完全消除船行波的影响,本文将H-ADCP应用在平原河网地区对流速进行测量,并分析了船行波对测量精度的影响。从H-ADCP设备选型、测量和安装方式、测量预处理、数据后处理等多方面入手,可以有效消减船行波对H-ADCP 的影响,从而提高测流精度。同时,通过实验测量断面一天内平均流速变化情况,得到受船行波影响后的流速波形,然后采用数据处理手段,验证了所提方法的可行性。 相似文献
139.
在大洋环流模型中对应于惯性内波破碎的垂直混合的一个参数化方案 总被引:1,自引:0,他引:1
Based on the theoretical spectral model of inertial internal wave breaking(fine structure) proposed previously, in which the effects of the horizontal Coriolis frequency component f-tilde on a potential isopycnal are taken into account, a parameterization scheme of vertical mixing in the stably stratified interior below the surface mixed layer in the ocean general circulation model(OGCM) is put forward preliminarily in this paper. Besides turbulence, the impact of sub-mesoscale oceanic processes(including inertial internal wave breaking product) on oceanic interior mixing is emphasized. We suggest that adding the inertial internal wave breaking mixing scheme(F-scheme for short) put forward in this paper to the turbulence mixing scheme of Canuto et al.( T-scheme for short) in the OGCM, except the region from 15°S to 15°N. The numerical results of F-scheme by using WOA09 data and an OGCM(LICOM, LASG/IAP climate system ocean model) over the global ocean are given. A notable improvement in the simulation of salinity and temperature over the global ocean is attained by using T-scheme adding F-scheme, especially in the mid- and high-latitude regions in the simulation of the intermediate water and deep water. We conjecture that the inertial internal wave breaking mixing and inertial forcing of wind might be one of important mechanisms maintaining the ventilation process. The modeling strength of the Atlantic meridional overturning circulation(AMOC) by using T-scheme adding F-scheme may be more reasonable than that by using T-scheme alone, though the physical processes need to be further studied, and the overflow parameterization needs to be incorporated. A shortcoming in F-scheme is that in this paper the error of simulated salinity and temperature by using T-scheme adding F-scheme is larger than that by using T-scheme alone in the subsurface layer. 相似文献
140.
In this study, four groups of different types of bridge foundation model are tested to research the horizontal bearing behavior of caisson-pile composite foundation in lab based on the Qiongzhou Strait bridge project. The Q-s curve and horizontal ultimate bearing capacity of these four groups of foundations in sandy soil layer are obtained. Pile bending moment and shear force of pile shaft are analyzed in detail. At the same time, the load sharing ratio of caisson and piles is discussed. The results show that the horizontal ultimate bearing capacities of a single caisson foundation are increased by 1.2 times, 1.6 times and 2 times respectively with adding skirts, steel pipe pile, or steel pipe pile and the skirt. The maximum bending moment point is in the middle of the pile shaft, i.e. at about 0.5 m under the mud surface. The horizontal load is borne mainly by the upper caisson foundation and soil layers above the middle upper part of pile. The maximum shear force is found at the joint of pile top of steel pipe and caisson pile, where the reinforcement measures should be taken in practical engineering. The research achievements could provide a better reference for design or construction of caisson-pile composite foundation. 相似文献