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731.
AbstractThe aim of this paper is to understand the causal factors controlling the relationship between flood peaks and volumes in a regional context. A case study is performed based on 330 catchments in Austria ranging from 6 to 500 km2 in size. Maximum annual flood discharges are compared with the associated flood volumes, and the consistency of the peak–volume relationship is quantified by the Spearman rank correlation coefficient. The results indicate that climate-related factors are more important than catchment-related factors in controlling the consistency. Spearman rank correlation coefficients typically range from about 0.2 in the high alpine catchments to about 0.8 in the lowlands. The weak dependence in the high alpine catchments is due to the mix of flood types, including long-duration snowmelt, synoptic floods and flash floods. In the lowlands, the flood durations vary less in a given catchment which is related to the filtering of the distribution of all storms by the catchment response time to produce the distribution of flood producing storms.
Editor Z.W. Kundzewicz 相似文献
732.
ArcGIS的空间分析提供了各种类型的矢量数据的地理操作,本文将空间分析引入到耕地分等的工作中,并通过嵌入式VBScript程序实现分等的自动化,是将耕地分等与地理信息相结合算法自动化的探索与尝试。 相似文献
733.
Distribution of Aluminum and Fluoride in Tea Plant and Soil of Tea Garden in Central and Southwest China 总被引:4,自引:0,他引:4
The distribution of Al and F contents and the relationship between Al and F in tea plants and soils of 12 tea gardens in Central and Southwest China were investigated from October 31 to November 14, 2006. The results show that there were differences in pH, CEC, the contents of organic matter (OM), Al and F in the different soils of the tea gardens. The Al content ranged from 1196 to 7976mg/kg for old leaf, 370 to 2681mg/kg for young leaf and 285 to 525mg/kg for stem, whereas the content of F ranged from 221 to 1504mg/kg for old leaf, 49 to 602mg/kg for young leaf and 13.5 to 77.5mg/kg for stem. The concentrations of labile Al varied obviously in the different soils, but the distribution law of labile Al content for the same garden was Alexchangeable≈AlFe-Mn oxide>Alorganic>Alwater-soluble. The contents of different labile F fractions varied slightly in the different soils and the different soil layers, though the exchangeable F content was lowest among the labile F in the soils. The concentrations of Al and F in tea plants increased with increasing amount of water-soluble Al or F, especially the amount of water-soluble fractions in the soil layer of 0-20cm.The correlation between Al content and F content in the tea leaf was more significant than that in the tea stem. Furthermore, the correlation between Al content and F content in whole tea plant was strongly significant (r=0.8763, p<0.01, n=36). There were evident tendency that Al concentration increased with the increase of F concentration in different soil layers. The correlation of water-soluble Al with water-soluble F in all soils was also strongly significant (r=0.7029, p<0.01, n=34). The results may provide a proof that Al and F are jointly taken up by tea plants to some extent in natural tea gardens. 相似文献
734.
GPS Solutions - The true covariance matrix of the GPS phase observations is unknown and has to be assumed or estimated. The variance of the least-squares residuals was empirically shown to have an... 相似文献
735.
青藏高原东北缘是研究高原隆升和演化的理想场所,其岩石圈结构记录了高原向外扩展的岩石圈变形行为和演化过程,本研究利用一条跨青藏高原东北缘的宽频带观测剖面(红原-景泰剖面)和部分甘肃、青海区域台网的远震体波波形资料,通过S波接收函数方法获得了青藏高原东北缘的岩石圈-软流圈边界(LAB)图像。结果表明:1)松潘-甘孜地体东北部和西秦岭造山带下方的岩石圈较薄,略向北加厚,其LAB深度为110~130 km,昆仑断层下方无明显岩石圈错断,推测松潘-甘孜地块与西秦岭造山带的岩石圈可能具有亲缘性; 2)祁连地块下方的岩石圈厚度为135~150 km,其中祁连造山带东缘的LAB震相不聚焦,反映复杂的造山带型岩石圈属性; 3)阿拉善地块下方岩石圈略向南加厚, LAB深度为130~150 km,呈向祁连造山带下方汇聚的趋势,但尚未通过海原断裂带; 4)鄂尔多斯地块下方的岩石圈较厚, LAB深度为160~170 km,反映其稳定的克拉通型岩石圈属性。 相似文献
736.
737.
This paper intends to investigate the urban spatial patterns of Hubei Province and its evolution from three different perspectives: urban nodes, urban connections and urban clusters. The research adopts nighttime light imagery of cities in Hubei Province, the viewpoint of ′point-axis-area′ in the ′point-axis system′ theory, and employs light index model, gravity model and social network analysis. The findings are as follows: 1) In terms of urban nodes, the urbanization process of Hubei has been carried out mainly on the basis of external expansion rather than internal increasing. The polarization trend of urban connection network is strengthening. 2) As for urban connections, the estimation of urban connections using light index model is capable of containing various actual flow, and the connections are getting increasingly closer. 3) In regard to urban groups, seven urban groups of varying sizes have formed. On that basis, three stable and relatively independent urban groups as the centers, namely Wuchang, Yichang and Xiangyang emerge as well. But the structures of ′Wuhan Metropolitan Area′, ′Yichang-Jingzhou-Jingmen City Group′ and ′Xiangyang-Shiyen-Suizhou City Group′, which are defined by local development strategy in Hubei Province, are different from the above three urban groups. 相似文献
738.
739.
地质调查发现,山东半岛西北部的莱州湾滨海地区普遍发育黑土湖组滨海湖沼相、潟湖相沉积,其下伏末次盛冰期泛滥平原相沉积,上覆全新世中晚期海侵层。黑土湖组的分布受古地形和全新世海侵的影响,其形成时代为8.5—5.5 ka B.P.,即由现代海岸线附近因8.5 ka B.P.前后海面上升环境效应开始出现,向陆地方向逐渐过渡到最大海侵线附近的5.5—6.0 ka B.P.期间形成。该地层单元的穿时性指示了海侵向陆地方向的推进,以及大约自5 ka B.P.开始河流沉积作用超过海面高度,莱州湾开始逐步成陆的过程。研究表明,莱州湾地区东部的鲁东地块相对抬升,造成黑土湖组顶板高出现代海面。西部的济阳坳陷区沉降较大,造成黑土湖组埋深较大。莱州湾南岸黑土湖组单元形成的古地形坡度,与现代地形坡度接近,在5.5—8.5 ka B.P.期间的海面变化不大。新的研究结果为更深入认识山东半岛全新世海岸带变化提供了重要依据。 相似文献
740.
In recent years, blocks created by pressure grouting of cement into soil were used to reinforce slopes by targeting specific weak areas. A clear understanding of the block reinforcement mechanism is essential for the accurate evaluation of the stability of block-reinforced slopes and reasonable design of block layouts. A series of centrifuge model tests was conducted to investigate the bearing capacity and the full deformation and failure behavior of block-reinforced slopes, with a focus on the influence of block layouts on the reinforcement effect. A block reinforcement with a reasonable layout was confirmed to increase the stiffness and the ultimate bearing capacity of the slope. The block reinforcement significantly changed the failure mode to the complex disturbance and destruction from slippage failure in an unreinforced slope. The block reinforcement restrained the deformation localization around the blocks and thus prevented the development of the coupling effect between the deformation localization process and the failure process in an unreinforced slope during loading. Such a reinforcement mechanism could be used to explain why the block reinforcement increased the bearing capacity and changed the failure mode of the slope. The blocks exhibited significant motion along with the development of deformation localization in the slope during loading. The block reinforcement effect was significantly affected by the rotation of blocks, which was determined by the block layout. 相似文献