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181.
The generation mechanisms of convective gravity waves in the stratosphere are investigated in a three-dimensional framework by conducting numerical simulations of four ideal storms under different environmental conditions: one un-sheared and three constant low-level sheared basic-state winds with the depth of the shear layer of 6 km and the surface wind speeds (Us) of 8, 18, and 28 m s?1, using the Advanced Regional Prediction System (ARPS) model. The storms simulated under the un-sheared (Us = 0 m s?1), weakly sheared (Us = 8 and 18ms?1), and strongly sheared (Us = 28ms?1) basicstate winds are classified into single-cell, multicell, and supercell storms, respectively. For each storm, the wave perturbations in a control simulation, including nonlinearity and microphysical processes, are compared with those in quasi-linear dry simulations forced by diabatic forcing and nonlinear forcing that are obtained from the control simulation. The gravity waves generated by the two forcing terms in the quasi-linear dry simulations are out of phase with each other for all of the storms. The gravity waves in the control simulation are represented by a linear sum of the wave perturbations generated by the nonlinear forcing and diabatic forcing. This result is consistent with the results of previous studies in a two-dimensional framework. This implies that both forcing mechanisms are important for generating the convective gravity waves in the three-dimensional framework as well. The characteristics of the three-dimensional gravity waves in the stratosphere were determined by the spectral combination of the forcing terms and the wave-filtering and resonance factor that is determined from the basic-state wind and stability as well as the vertical structure of the forcing. 相似文献
182.
The impact of initialization and perturbation methods on the ensemble prediction of the boreal summer intraseasonal oscillation was investigated using 20-year hindcast predictions of a coupled general circulation model. The three perturbation methods used in the present study are the lagged-averaged forecast (LAF) method, the breeding method, and the empirical singular vector (ESV) method. Hindcast experiments were performed with a prediction interval of 10 days for extended boreal summer (May–October) seasons over a 20 year period. The empirical orthogonal function (EOF) eigenvectors of the initial perturbations depend on the individual perturbation method used. The leading EOF eigenvectors of the LAF perturbations exhibit large variances in the extratropics. Bred vectors with a breeding interval of 3 days represent the local unstable mode moving northward and eastward over the Indian and western Pacific region, and the leading EOF modes of the ESV perturbations represent planetary-scale eastward moving perturbations over the tropics. By combining the three perturbation methods, a multi-perturbation (MP) ensemble prediction system for the intraseasonal time scale was constructed, and the effectiveness of the MP prediction system for the Madden and Julian oscillation (MJO) prediction was examined in the present study. The MJO prediction skills of the individual perturbation methods are all similar; however, the MP‐based prediction has a higher level of correlation skill for predicting the real-time multivariate MJO indices compared to those of the other individual perturbation methods. The predictability of the intraseasonal oscillation is sensitive to the MJO amplitude and to the location of the dominant convective anomaly in the initial state. The improvement in the skill of the MP prediction system is more effective during periods of weak MJO activity. 相似文献
183.
Nak Won Heo Sang Hee Hong Gi Myung Han Sunwook Hong Jongmyoung Lee Young Kyung Song Mi Jang Won Joon Shim 《Ocean Science Journal》2013,48(2):225-233
The spatial distribution of small plastic debris on Heungnam beach in February 2011 was investigated. The abundances of small plastic debris over 2 mm in size along the high strandline and cross-sectional line of the beach were determined. The mean abundances of small plastics were 976 ± 405 particles/m2 at the high strandline in the upper tidal zone along the shoreline and 473 ± 866 particles/m2 at the cross-section perpendicular to the shoreline. Specifically, styrofoam (expanded polystyrene) spherules accounted for 90.7% of the total plastic abundance in the high strandline and 96.3% in the cross-section. The spatial distribution patterns of small plastic debris differed between the high strandline and cross-sectional line. The cross-sectional distribution of small plastic abundance differed among plastic types, indicating that representative sampling of small plastic debris on a beach is necessary. 相似文献
184.
文章利用通辽市境内科尔沁区、开鲁、鲁北、保康、甘旗卡、库伦、大沁他拉七个测站53a(1959—2011年)逐日降水量资料进行通辽市连续5d最大降水量(R5d)的气候特征分析,结果表明,通辽市R5d为减小趋势,在0.05显著性水平以上,倾向率为-4.56mm/10a,各站R5d均为减少趋势,其中库伦、开鲁、科尔沁区的倾向率为-7.0^-5.64mm/10a,减少较为明显;R/S分析结果为,全市及各站均符合赫斯特现象,H指数>0.5,未来将持续减少,其中鲁北、科尔沁区、开鲁的H指数较大,维持减少趋势将较为强劲;M-K突变检测发现,R5d在1965年发生突变,此后UF下降趋势超过了0.001极显著水平。 相似文献
185.
Analysis of flow behavior in a landfill with cover soil of low hydraulic conductivity 总被引:2,自引:1,他引:1
Y. -S Jang 《Environmental Geology》2000,39(3-4):292-298
This paper presents the results of field tests of hydrologic parameters in a landfill and the results of numerical simulation
to find the efficiency of the pumping method to reduce leachate levels in the landfill. The field hydraulic conductivity and
storativity of waste and buried cover soils in the landfill are measured by pumping and slug tests. The hydrologic condition
inside the landfill is first calibrated using the drawdown-time curve obtained from the pumping test, and the flow behavior
of leachate during pumping in the landfill, when various layers of waste and buried cover soil exist, is analyzed through
three-dimensional numerical simulation of flow. The results of the field investigation show that the buried cover soil of
low hydraulic conductivity forms an impermeable layer preventing the downward flow of leachate and upward flow of landfill
gas. The hydraulic conductivities of the pumping test and slug tests were quite close on the same order of magnitude. It was
also possible to match the drawdown-time data of the field tests with those of the model using input data close to the hydrologic
property obtained from the field tests. The numerical flow analysis showed that pumping was possible up to 120 tons/day for
a single well without a drain, while the pumping rate could be increased to 300 tons/day for the same well with the drain.
From the vertical section of the flow vector with a horizontal drain, the barrier role of buried cover soil is identified,
which was proposed by examining the water contents of the disposed cover soil and waste in the field.
Received: 15 May 1998 · Accepted: 4 January 1999 相似文献
186.
大巴山地区铂矿地质特征及成因初探 总被引:6,自引:1,他引:5
大巴山铂矿产于秦岭地槽与扬子准地台的接合部位——城巴深断裂两侧的断块或岩体蚀变破碎带中 ,含矿层为上震旦统至下寒武统黑色岩系 ,含矿围岩具黄铁矿化、硅化、碳化现象。成矿物质来源、矿源初始富集与聚积成矿均与城巴深断裂的多期活动及早期火山喷发、多期岩浆侵入关系密切 相似文献
187.
Various important features could be found on the open ocean deep convection and the subsequent deep water formation from large
eddy simulation (LES), and the results were applied to the East Sea (Japan Sea). It was found that under a strong cold wind
outburst with the heat flux of 1000 Wm−2 for 5 days generates a deep convection which can penetrate to the depth 1500 m, but under the continuous cooling with the
heat flux of 250 Wm−2 the growth of a mixed layer is suppressed at 700 m. The effects of the spatial and temporal variations of the surface forcing
were investigated with regard to the penetrative depth of convection, the generation of baroclinic eddies, the volume of the
water mass formation, and the intensity of the rim current. The deep water formations in the intermediate and deep layer of
the East Sea were explained in terms of the simulation results, and the intensity of the consequent circulation and the volume
of water mass formation were compared with the observation data.
This revised version was published online in August 2006 with corrections to the Cover Date. 相似文献
188.
A simplified model is presented to predict the strength variations of brittle matrix composites, reinforced by steel fibres, with the variations of fibre parameters—length, diameter and volume fraction. This model predicts that its tensile and flexural strength increase non‐linearly with the fibre volume fraction. It also predicts that similar non‐linear behaviour should be observed with the reduction of the fibre diameter when other parameters are kept constant. The experimental results support both these theoretical predictions. It is also explained why an increase in the fibre length does not always significantly increase the fracture toughness. The objective of this paper is not to explain and understand in great detail the science of all phenomena responsible for the strength increase of fibre reinforced brittle matrix composites, but to provide a simple engineering explanation as to why its strength increases with the fibre addition, and how this increase can be quantitatively related to the variations in fibre parameters—fibre volume fraction, fibre length and diameter. These simplifying steps are needed to provide a tool that the practicing engineers can use to predict the brittle matrix strength variation with the fibre parameters. In the area of geomechanics, the results presented here can be used to assess and predict the behaviour of fibre‐reinforced earth. Copyright © 2000 John Wiley & Sons, Ltd. 相似文献
189.