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121.
岬间海滩剖面短期变化的动力作用分析   总被引:4,自引:0,他引:4  
根据粤东寮嘴口岬间海滩重复测量的剖面数据及实测波,风资料,运用交叉谱等方法分析了寮河口海滩剖面短期变化过程的主要动力作用,结果表明海滩短期的变化过程主要是响应风应力,波浪及台风大浪动力的作用。  相似文献   
122.
弧形海岸中间过渡带海滩剖面的地貌动态分析   总被引:1,自引:0,他引:1  
  相似文献   
123.
邱燕 《海洋科学》1992,16(1):37-40
本文应用地震地层学的解释方法,简述了珠江口盆她中中新世三角洲相前积结构的分布特征,探讨了造成这种特殊分布现象的地质原因,提出原始倾斜的沉积基面、生长断层的存在和断层面不同的倾斜方向是控制前积结构分布的主要因素。  相似文献   
124.
An even–odd signal decomposition is performed on a complex shoreline having a longshore sediment transport gradient. The expected impact of erosion due to a navigation channel and structures is discussed and implications of the transport gradient on the decomposed shoreline signal are noted.  相似文献   
125.
The performance of the new wave diffraction feature of the shallow-water spectral model SWAN, particularly its ability to predict the multidirectional wave transformation around shore-parallel emerged breakwaters is examined using laboratory and field data. Comparison between model predictions and field measurements of directional spectra was used to identify the importance of various wave transformation processes in the evolution of the directional wave field. First, the model was evaluated against laboratory measurements of diffracted multidirectional waves around a breakwater shoulder. Excellent agreement between the model predictions and measurements was found for broad frequency and directional spectra. The performance of the model worsened with decreasing frequency and directional spread. Next, the performance of the model with regard to diffraction–refraction was assessed for directional wave spectra around detached breakwaters. Seven different field cases were considered: three wind–sea spectra with broad frequency and directional distributions, each coming from a different direction; two swell–sea bimodal spectra; and two swell spectra with narrow frequency and directional distributions. The new diffraction functionality in SWAN improved the prediction of wave heights around shore-parallel breakwaters. Processes such as beach reflection and wave transmission through breakwaters seem to have a significant role on transformation of swell waves behind the breakwaters. Bottom friction and wave–current interactions were less important, while the difference in frequency and directional distribution might be associated with seiching.  相似文献   
126.
定向钻进控制预测技术   总被引:9,自引:0,他引:9  
向军文 《地质与勘探》2010,46(6):1123-1126
定向钻井技术在矿产勘探及开发、煤层气开发中正发挥重大作用。准确预测定向钻井井底井斜和方位角,可降低定向钻井成本,减少定向钻进失误。目前使用的计算方法不利于现场快速准确预测井底轨迹。本文通过对井斜、方位与造斜工具角、造斜井长和造斜率的数据处理技术,建立了井底井斜和方位增量预测模型,与通用定向井公式比,精度高,且可在井场快速预测出定向钻井井底轨迹参数。经土耳其46对对接井实际证明,大大地提高井底预测速度和防止定向钻进失误率,对指导定向钻井现场快速预测具有指导意义。  相似文献   
127.
<正>This study examined spatial variations in the concentration,grain size and heavy mineral assemblages on Cedar Beach(Lake Erie,Canada).Magnetic studies of heavy mineral-enriched,dark-reddish sands present on the beach showed that magnetite(~150μm) is the dominant magnetic mineral.Surficial magnetic susceptibility values defined three zones:a lakeward region close to the water line(Zone 1),the upper swash zone(Zone 2) and the region landwards of the upper swash zone (Zone 3).Zone 2 showed the highest bulk and mass susceptibility(κ,χ) and the highest mass percentage of smaller grain-size(250μm) fractions in the bulk sand sample.Susceptibility(i.e.κandχ) values decreased and grain size coarsened from Zone 2 lakewards(into Zone 1) and landwards (into Zone 3),and correlated with the distribution of the heavy mineral assemblage,most probably reflecting preferential separation of large,less dense particles by waves and currents both along and across the beach.The eroded western section of Cedar Beach showed much higher concentrations of heavy minerals including magnetite,and finer sand grain sizes than the accreting eastern section, suggesting that magnetic techniques could be used as a rapid,cost-effective way of examining erosion along sensitive coastline areas.  相似文献   
128.
二1-11091采面位于二煤首采区东翼,采面承受的最大水压为0.65MPa,属带压开采工作面。在分析采面充水因素的基础上,发现对采面回采有影响的充水水源为石炭系太原组L7灰岩岩溶裂隙水和寒武系灰岩岩溶裂隙水。经计算,采面回采后的冒落带高度为39.36m,采动破坏带高度为16.35m,而L7灰岩上距二1煤距离仅为10m,存在突水的可能。采面开采安全评价认为,尽管L7灰岩水基本处于采动破坏带内,也有水压,但该含水层在矿区内无充沛的补给水源,因而不会发生大规模的突水事故;寒武系灰岩岩溶裂隙水在各钻场附近的底板突水系数均小于0.06MPa/m,突水危险性相对较小,按照临界突水系数反算底板隔水层承受水压值,均大于现在采面机巷最大水压0.65MPa,所以在回采过程中也不会发生大规模的突水事故。最后对回采期间的排水工程,F59断层的探测工程和下部掘进面的疏放水工程等防治水工程和防治水效果进行了说明。  相似文献   
129.
Dekui Yuan  Binliang Lin 《水文研究》2009,23(19):2804-2817
Beach water table fluctuations have an impact on the transport of beach sediments and the exchange of solute and mass between coastal aquifer and nearby water bodies. Details are given of the refinement of a dynamically integrated ground‐ and surface‐water model, and its application to study ground‐ and surface‐water interactions in coastal regions. The depth‐integrated shallow‐water equations are used to represent the surface‐water flow, and the extended Darcy's equation is used to represent the groundwater flow, with a hydrostatic pressure distribution being assumed to apply for both these two types of flows. At the intertidal region, the model has two layers, with the surface‐water layer being located on the top of the groundwater layer. The governing equations for these two types of flows are discretized in a similar manner and they are combined to give one set of linear algebraic equations that can be solved efficiently. The model is used to predict water level distributions across sloping beaches, where the water table in the aquifer may or may not decouple from the free water surface. Five cases are used to test the model for simulating beach water table fluctuations induced by tides, with the model predictions being compared with existing analytical solutions and laboratory and field data published in the literature. The numerical model results show that the integrated model is capable of simulating the combined ground‐ and surface‐water flows in coastal areas. Detailed analysis is undertaken to investigate the capability of the model. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   
130.
Ground‐penetrating radar (GPR) was used to investigate the relationship between the geomorphological development of a large aeolian trough blowout and the stratigraphy and internal sedimentary structure of its associated deposits. Although analogous, many of the data‐processing techniques routinely applied in seismic reflection are very rarely applied in GPR studies. In this study, a simple migration program was used that significantly enhanced the quality of GPR images from a large trough blowout at Raven Meols on the Sefton coast, northwest England. These improvements aided subsequent data interpretation, which was achieved through application of the principles of radar stratigraphy. GPR shows the pre‐blowout dunes to have a complex internal structure that suggests they were formed in the presence of at least a partial vegetation cover. Subsequent to stabilization of these dunes a thin soil developed. This dune soil forms an important radar sequence boundary and delineates a complex topography beneath the depositional lobe of the blowout. The internal structure of the depositional lobe of the blowout does not conform to a model of simple radial foreset deposition, as derived from contemporary process studies reported in the literature. Instead, the pattern of deposition has been extensively modified by the antecedent dune topography and by varying spatial and temporal exposure to important sand‐transporting winds that is partly controlled by interactions between the regional wind pattern and local dune morphology. Trough blowout deposits in coastal aeolian sedimentary sequences are likely to be recognized by the presence of laterally continuous packets of relatively high‐angle cross‐strata, which often display a spatially‐variable radial dip pattern that is only very poorly or partially developed. In addition, a soil, or other surface representing a significant hiatus in dune deposition, is likely to underlie the blowout deposits, the topography of which will show a clear relationship to the dip and orientation of the overlying cross‐strata.  相似文献   
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