全文获取类型
收费全文 | 763篇 |
免费 | 130篇 |
国内免费 | 136篇 |
专业分类
测绘学 | 97篇 |
大气科学 | 83篇 |
地球物理 | 169篇 |
地质学 | 378篇 |
海洋学 | 80篇 |
天文学 | 3篇 |
综合类 | 106篇 |
自然地理 | 113篇 |
出版年
2024年 | 9篇 |
2023年 | 11篇 |
2022年 | 45篇 |
2021年 | 37篇 |
2020年 | 35篇 |
2019年 | 39篇 |
2018年 | 41篇 |
2017年 | 37篇 |
2016年 | 51篇 |
2015年 | 37篇 |
2014年 | 38篇 |
2013年 | 45篇 |
2012年 | 48篇 |
2011年 | 52篇 |
2010年 | 44篇 |
2009年 | 54篇 |
2008年 | 27篇 |
2007年 | 34篇 |
2006年 | 38篇 |
2005年 | 25篇 |
2004年 | 23篇 |
2003年 | 16篇 |
2002年 | 21篇 |
2001年 | 14篇 |
2000年 | 20篇 |
1999年 | 32篇 |
1998年 | 25篇 |
1997年 | 22篇 |
1996年 | 23篇 |
1995年 | 15篇 |
1994年 | 15篇 |
1993年 | 15篇 |
1992年 | 11篇 |
1991年 | 5篇 |
1990年 | 6篇 |
1989年 | 5篇 |
1988年 | 3篇 |
1987年 | 2篇 |
1986年 | 2篇 |
1985年 | 1篇 |
1984年 | 3篇 |
1983年 | 1篇 |
1979年 | 1篇 |
1958年 | 1篇 |
排序方式: 共有1029条查询结果,搜索用时 31 毫秒
101.
基于USLE和GIS的水土流失敏感性空间分析——以河北太行山区为例 总被引:6,自引:0,他引:6
以USLE方程为理论指导,遥感影像为主要数据源,基于ArcGIS 进行水土流失敏感性空间分析。选择降雨侵蚀力、土地利用类型、坡度、植被覆盖度等影响因子构建水土流失敏感性评价指标体系,在考虑不同因子影响作用大小的情况下,运用空间分析的方法按标准将水土流失敏感性分为五级;并以河北太行山区为例进行研究,利用危险性指数表征研究区水土流失敏感性大小,分析研究区在不同地理背景下的水土流失敏感区的空间分布特征。研究表明:河北太行山区的水土流失敏感性危险性指数为3.97;空间上水土流失敏感性分等级呈现明显的条带状分布;中度敏感区所占面积比例最大,为39.2%;整体水土流失敏感性中度偏重。 相似文献
102.
考虑超随机特性的人工地震动合成 总被引:5,自引:5,他引:0
文中根据自相关函数随机噪声部分的2个重要性质提出了自相关函数随机噪声部分的迭代生成算法,并给出了以确定性自相关函数为目标函数,考虑随机噪声部分影响的人工合成地震动方法.本文的研究结果表明地震动加速度的平方和(SS)比峰值加速度(PGA)更好地量度了地震地面运动强度.文中用蒙特卡罗方法分析了自相关函数噪声项对人工合成地震动幅值和反应谱的影响:由于自相关函数的随机噪声项对地震动总功率或平方和的贡献为0,因此随机噪声项对合成地震动幅值的影响不大,但由于自相关函数随机噪声项明显改变了地震动功率谱在频域上的分布特征,使原本光滑的平均反应谱出现了明显的波动,从而在一定程度上提高了平均反应谱的峰值,使自相关函数噪声部分对平均反应谱也有一些影响. 相似文献
103.
A vertical two-dimensional numerical model has been applied to solving the Reynolds Averaged Navier- Stokes (RANS} equations in the simulation of current and wave propagation through vegetated and non- vegetated waters. The k-e model is used for turbulence closure of RANS equations. The effect of vegeta- tion is simulated by adding the drag force of vegetation in the flow momentum equations and turbulence model. To solve the modified N-S equations, the finite difference method is used with the staggered grid system to solver equations. The Youngs' fractional volume of fluid (VOF) is applied tracking the free sur- face with second-order accuracy. The model has been tested by simulating dam break wave, pure current with vegetation, solitary wave runup on vegetated and non-vegetated channel, regular and random waves over a vegetated field. The model reasonably well reproduces these experimental observations, the model- ing approach presented herein should be useful in simulating nearshore processes in coastal domains with vegetation effects. 相似文献
104.
Common carp (Cyprinus carpio L.) exhibits significant morphological variability in the shape and size of the caudal fin. In this study, we used 190 progeny from two F1 parents to identify and map quantitative trait loci (QTLs) that influence caudal fin length (CFL) and the ratio (RCS) between caudal fin length and standard length (SL) based on a microsatellite genetic map of common carp. A total of 15 QTLs were detected in seven different linkage groups. One significant and eight suggestive QTLs affecting CFL were identified on LG8, LG14, LG29, LG32 and LG44, which explained 8.0%–22.1% of the phenotypic variation; six suggestive QTLs affecting RCS were detected on LG8, LG32, LG46 and LG48, which explained 7.0%–15.4% of the phenotypic variation. The QTLs for caudal fin length detected in this study may serve as a starting point for identification of genes involved in caudal fin development in common carp. 相似文献
105.
近些年来,在山东沂沭断裂带南部地区(莒南、临沭、郯城和东海)的下白垩统上部大盛群中发现了大量的恐龙足迹化石,而这些化石反映的足迹类型、形态大小、足迹踩踏深度等方面都存在有差异性。研究发现,在足迹类型方面,莒南地区以兽脚类和鸟脚类恐龙足迹为主,临沭、郯城和东海地区以蜥脚类恐龙足迹为主。足迹大小方面,莒南地区的兽脚类足迹可划分为类型Ⅰ和类型Ⅱ两种类型,而东海地区的恐龙足迹主要属于类型Ⅱ,但是莒南地区大多数足迹的趾间角要小于东海地区的,这可能是由于兽脚类恐龙属种的不同所造成的;莒南地区鸟脚类足迹绝大多数要小于临沭地区的鸟脚类足迹;郯城地区的蜥脚类足迹较小,而莒南、临沭和东海地区大多数蜥脚类足迹的大小较为相似,个别临沭和莒南地区的蜥脚类恐龙足迹较大。足迹踩踏深度方面,临沭、东海和郯城地区的足迹相比莒南地区的足迹要稍深,这与足迹形成在不同湿度、黏度、颗粒度的沉积物表面上有密切联系。基于上述研究认为,在早白垩世晚期,沂沭断裂带内生活着种类繁盛,数量庞大的恐龙动物群,联系到沂沭断裂带东部诸城地区早白垩世早期地层中也发现有大量的以兽脚类为主的恐龙足迹化石,推断在早白垩世,沂沭断裂带及胶莱盆地当时为一个理想的恐龙生存、繁衍的栖息地。同时,山东早白垩世大量恐龙足迹化石的发现也为整个华北甚至东北亚地区晚中生代恐龙属种的分布、演化以及古地理研究提供了丰富的材料和信息。 相似文献
106.
The tides and tidal energetics in the Indonesian seas are simulated using a three-dimensional finite volume coastal ocean
model. The high-resolution coastline-fitted model is configured to better resolve the hydrodynamic processes around the numerous
barrier islands. A large model domain is adopted to minimize the uncertainty adjacent to open boundaries. The model results
with elevation assimilation based on a simple nudge scheme faithfully reproduced the general features of the barotropic tides
in the Indonesian Seas. The mean root-mean-square errors between the observed and simulated tidal constants are 2.3, 1.1,
2.4, and 1.5 cm for M2, S2, K1, and O1, respectively. Analysis of the model solutions indicates that the semidiurnal tides in the Indonesian Seas are primarily
dominated by the Indian Ocean, whereas the diurnal tides in this region are mainly influenced by the Pacific Ocean, which
is consistent with previous studies. Examinations of tidal energy transport reveal that the tidal energy for both of the simulated
tidal constituents are transported from the Indian Ocean into the IS mainly through the Lombok Strait and the Timor Sea, whereas
only M2 energy enters the Banda Sea and continues northward. The tidal energy dissipates the most in the passages on both sides of
Timor Island, with the maximum M2 and K1 tidal energy transport reaching about 750 and 650 kW m–1, respectively. The total energy losses of the four dominant constituents in the IS are nearly 338 GW, with the M2 constituent dissipating 240.8 GW. It is also shown that the bottom dissipation rate for the M2 tide is about 1–2 order of magnitudes larger than that of the other three tidal components in the Indonesian seas. 相似文献
107.
为全面剖析淤泥质潮滩变化规律及演变特征,运用修改后的输沙公式建立了淤泥质潮滩演变数值模型。经2000,2007年野外实测数据验证,表明该模型各参数设置准确,较真实地反演了滩涂剖面变化过程,可用于淤泥质潮滩的模拟计算。根据数值模型计算结果得出如下结论:1987-2010年河北省沧州市淤泥质潮滩坡度不断增大,但增长速率变化不大,为0.002×10-3。0 m等深线上部坡度逐渐变缓,年均降低0.021×10-3;下部坡度不断变陡,年均增长0.022×10-3。研究区潮滩未达平衡状态,其坡度将进一步变陡。该输沙模型及研究结论对淤泥质潮滩的保护具有重要的理论指导意义,为其科学开发管理提供实际参考依据。 相似文献
108.
Cui-Ping Kuang Si-Yu Chen Yu Zhang Jie GuLing Deng Yi PanJing Huang 《Coastal Engineering》2012,59(1):14-27
This paper is a companion of a two-part papers on the development of a two-dimensional morphological model—CurWaC2D-Sed, based on next generation circulation solver. In this paper, the model developed in paper I is applied to the large-scale construction of near-harbor industrial zone with deep water harbor by reclamation in Caofeidian, Bohai Bay, which is a typical sandbar-lagoon bay-type tidal inlet system. Characteristics of tides, currents, waves and sediments in Caofeidian are firstly analyzed with field data from comprehensive field observations carried out in 2008. These data are then used for model calibration and validation, showing a good agreement between simulated results and field measurements for tides, currents and suspended sediments. The verified model is applied to study the effects of the construction of Caofeidian embankment and the on-going engineering scheme on hydrodynamics and sediment transports as compared with no constructions under three representative tide conditions and their combinations with normal and strong waves as well as on morphology evolution. The simulated results indicate that the present scheme leads to morphological changes in Caofeidian with acceptable rates of erosion and sedimentation. However, some attentions should be paid to erosion at offshore wharf in front of Caofedian foreland which may lead to potentially increasing landslide risks due to steep slope and sedimentation in Laogonggou creek. 相似文献
109.
110.