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31.
南黄海盆地钻遇二叠系的井仅有4口,对大面积无井区(如崂山隆起)的地层特征认识不统一。从二叠系岩性特征和海陆钻井地层对比为出发点,结合二叠系内部及其上下地层的地震波组和速度特征,认为南黄海盆地二叠系分上下2段。上段为大隆—龙潭组含煤碎屑岩地层,煤系地层较薄且分布不稳定,存在相变特征,使得该组地层在地震反射特征上的规律性变差,地震上表现为较连续、中—高频反射和低速特征;下段为栖霞组灰岩夹泥页岩地层,地震上表现为较连续、中—低频反射和高速特征。在无井区识别二叠系时,抓住二叠系地层界面极性为"2负+1正"的强反射特征。下二叠统—中、上石炭统地震波组特征相似,由4~5个同相轴组成,厚度稳定(时间约为200 ms),地震波极性表现为"上正下负"的地层界面反射特征,可作为全区追踪的标准层。 相似文献
32.
33.
Shekhar B. Jadhav Snehal M. Yedurkar Swapnil S. Phugare Jyoti P. Jadhav 《洁净——土壤、空气、水》2012,40(5):551-558
Acid violet 19 (AV) belongs to the triphenylmethane (TPM) class of dyes which are potentially mutagenic or carcinogenic. However, very little studies on biodegradation of AV were reported as compared to other TPM dyes such as malachite green and crystal violet. In this study, AV was decolorized up to 98% within 30 min by Pseudomonas aeruginosa BCH. The decolorization depends on the initial dye concentration, pH, and temperature. However, the dye was decolorized under wide pH and temperature ranges with an optimum of pH 7 and 30°C. Up to 250 mg L?1 of dye was found to be tolerated and decolorized by this strain. It showed decolorization ability for seven repeated dye addition cycles. The effect of additional carbon sources on dye decolorization was studied in which mannitol containing medium showed decolorization in 15 min. Induction in the enzyme activities of laccase, NADH‐DCIP reductase, and veratryl alcohol oxidase (VAO) indicates their involvement in AV degradation. Various analytical studies viz. UV–VIS, HPTLC, HPLC, and FTIR confirmed the biodegradation of AV by the bacterium. Based on GC‐MS analysis, a possible degradation pathway for AV was proposed. The phytotoxicity studies using Phaseolus mungo and Sorghum vulgare revealed the less toxic nature of metabolites formed after AV degradation. 相似文献
34.
By using the Euler-Lagrangian method, we examine water movements within the layer of minimum oxygen concentration and estimate local oxygen consumption rates for 15 regions of the global ocean. To do this, a number of labeled particles (which represent water parcels) are deployed at the center of a grid with 15 depth levels and tracked backward in time for 50 years in a three-dimensional velocity field. We assume that a particle picks up oxygen when it encounters the point of maximum oxygen concentration along the 50 years segment of its path. We introduce a contribution rate from waters distributed throughout the global ocean to the oxygen concentration of a local layer under consideration. Water parcels which are assumed to pick up oxygen within the oxygen minimum layer of an oceanic region under consideration make a very small contribution to the overall oxygen concentration of this layer. In addition, these parcels move out of the layer and water parcels from the upper layers take their place. The averaged Lagrangian local oxygen consumption rate is 0.033 ml/l/yr for the depth of the oxygen minimum layer, 0.20 ml/l/yr at 100 m depth (euphotic layer), 0.043 ml/l/yr for layers from 150 m to 800 m depth and 0.012 ml/l/yr for deep layers from 800 m to 3000 m. The present Lagrangian numerical experiment produces a maximum difference between observed and calculated concentrations of oxygen and, therefore, a maximum oxygen consumption rate. Although the present method has an ambiguity as to how oxygen is picked up, we nevertheless were able to identify regions in which the water parcels pick up oxygen of maximum concentration. We found that the South Equatorial Current (SEC) transports oxygen of higher concentration to the middle latitude regions of both the North Atlantic and the North Pacific across the equator. 相似文献
35.
利用1993年ENSO事件爆发(4月)前酝酿时期“热带大洋与全球大气-海洋耦合响应试验”强化观测阶段“向阳红五号”科学考察船155°E,2°S定点海洋气象和高空大气探测资料,分析了赤道西太平洋大气边界层特征。结果表明:赤道西太平洋上空辐合对流区边界层内也有等温或逆温层存在,大气边界层物理参数变化与大尺度海-气变异有密切关系,赤道太平洋沃克环流加强、东移,边界层上部逆温层出现概率明显增大,边界层内高湿层湿度减小。另外,边界层内实测风速、风向廓线随高度的变化基本上不服从Ekman规律,但由其平均,分量合成得到的平均风随高度的变化却基本符合Ekman规律。 相似文献
36.
G. T. Csanady 《Journal of Oceanography》1997,53(1):67-80
A “slip law” connects the excess velocity or “slip” of a wind-blown water surface, relative to the motion in the middle of
the mixed layer, to the wind stress, the wind-wave field, and buoyancy flux. An inner layer-outer layer model of the turbulent
shear flow in the mixed layer is appropriate, as for a turbulent boundary layer or Ekman layer over a solid surface, allowing,
however, for turbulent kinetic energy transfer from the air-side via breaking waves, and for Stokes drift. Asymptotic matching
of the velocity distributions in inner and outer portions of the mixed layer yields a slip law of logarithmic form, akin to
the drag law of a turbulent boundary layer. The dominant independent variable is the ratio of water-side roughness length
to mixed layer depth or turbulent Ekman depth. Convection due to surface cooling is also an important influence, reducing
surface slip. Water-side roughness length is a wind-wave property, varying with wind speed similarly to air-side roughness.
Slip velocity is typically 20 times water-side friction velocity or 3% of wind speed, varying within a range of about 2 to
4.5%. A linearized model of turbulent kinetic energy distribution shows much higher values near the surface than in a wall
layer. Nondimensional dissipation peaks at a value of about eight, a short distance below the surface. 相似文献
37.
2004年9月南海北部移动船载温盐剖面仪观测结果初步分析 总被引:1,自引:0,他引:1
在2004年9月南海北部开放航次中,中国科学院南海海洋研究所首次引进使用了民用移动船载温盐剖面仪(Moving Vessel Profiler,MVP),并在珠江口外海和越南东岸外海2个断面进行了拖曳测量。通过对MVP和定点温盐深仪所测数据的比较分析,发现MVP下降阶段数据较为可信。对所获温、盐、深数据进行处理分析,发现2个断面的水团性质存在明显差异。越南东岸外海断面的混合层平均深度(27m左右)深于珠江口外海断面(17.5m左右);在表层和近40m深度处,珠江口外海的盐度值都高于越南东岸外海,呈现高盐的特性。 相似文献
38.
39.
The results of direct numerical simulations of the boundary layer generated at the bottom of a solitary wave are described. The numerical results, which agree with the laboratory measurements of Sumer et al. (2010) show that the flow regime in the boundary layer can be laminar, laminar with coherent vortices and turbulent. The average velocity and bottom shear stress are computed and the results obtained show that the logarithmic law can approximate the velocity profile only in a restricted range of the parameters and at particular phases of the wave cycle. Moreover, the maximum value of the bottom shear stress is found to depend on the dimensionless wave height only, while the minimum (negative) value depends also on the dimensionless boundary layer thickness. Diagrams and simple formulae are proposed to evaluate the minimum and maximum bottom shear stresses and their phase shift with respect to the wave crest. 相似文献
40.
S.C. MohapatraT. Sahoo 《Applied Ocean Research》2011,33(1):31-40
In the present paper, a hydroelastic model is developed to deal with surface gravity wave interaction with an elastic bed based on the small amplitude water wave theory and plate deflection in finite water depth. The elastic bottom bed is modelled as a thin elastic plate and is based on the Euler-Bernoulli beam equation. The wave characteristics in the presence of the elastic bed is analyzed in both the cases of deep and shallow water waves. Further, the linearized long wave equation is generalized to include bottom flexibility. A generalized expansion formula for the velocity potential is derived to deal with the boundary value problems associated with surface gravity waves having an elastic bed. The utility of the expansion formula is illustrated by demonstrating specific physical problems which will play significant role in the analysis of wave structure interaction problems. Behavior of the wave spectra are discussed in the case of closed basin having a free surface and an elastic bottom topography. 相似文献