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81.
依据野外露头、岩芯、测井及相关测试资料,对鄂尔多斯盆地苏里格南部地区上古生界中二叠统石盒子组盒8沉积期的沉积类型、沉积微相特征及沉积相对天然气成藏富集的影响进行了分析。结果表明:鄂尔多斯盆地苏里格南部地区盒8沉积期自北向南依次发育缓坡浅水辫状河三角洲和滨浅湖沉积相,亚相主要为三角洲平原、三角洲前缘、滨湖和浅湖,微相包括分流河道、分流间洼地、水下分流河道、水下天然堤、分流间湾、滨湖砂坝、滨湖泥湾和浅湖泥湾;各微相在空间上相互叠置,复合加积;各微相水动力条件的差异造成微相在沉积物成分和组构上各异,导致其成岩作用不同;分流河道和水下分流河道微相发育处密集形成相互叠置的大面积骨架砂体,构成区内主砂带,成为天然气优质储集层,是有利勘探相带;沉积相明显控制优质储集层的分布,进而影响着天然气的富集成藏。总之,水下分流河道和分流河道微相是砂岩优质储集层分布和发育的最有利相带,也是今后勘探开发的方向。 相似文献
82.
利用NCEP1°×1°的再分析资料,用大尺度水汽通量流函数和速度势以及水汽收支对台风“麦莎”在移动过程中水汽输送流函数和速度势进行了分析。结果表明:台风“麦沙”在北上过程中,主要有2支水汽通道,一支是从太平洋开始向西经赤道到达印度洋,在索马里转向,经过孟家加拉湾呈西南气流向西北方向输送;另一支来自副高南侧偏东气流。计算分析还表明,用无辐散风流场来定台风中心要比用总的流场更精确。 相似文献
83.
淹没植物对河道糙率的影响 总被引:1,自引:0,他引:1
基于河道水动力及植物柔性变形分析,建立淹没状态下的植物河道糙率计算的理论关系,同时,利用试验资料及理论分析成果,进一步获得了植物河道糙率的附加值,借此可以分析与评价河道植物对水流阻力的影响程度. 相似文献
84.
黄土丘陵沟壑第三副区水文地貌关系正确DEM的建立与评价 总被引:1,自引:0,他引:1
本文以黄土丘陵沟壑第三副区的藉河流域为研究区,利用ANUDEM软件和1:5万地形图研究了水文地貌关系正确DEM的建立方法,从派生等高线与原始数字化等高线对比等方面对建立的DEM进行了质量评价。并且与传统TIN方法建立的不同水平分辨率的DEM做了比较。结果表明:由等高线、高程点、河流和陡崖线在ANUDEM5.1中生成的DEM质量优于由等高线、高程点和地形特征点用TIN方法生成的DEM。ANUDEM建立的DEM更能精确地反映水文地貌特征。在此基础上,研究了确定集水面积阈值的方法,通过在Arc/Info环境下运行AML程序自动提取了基于水文地貌关系正确DEM的流域特征。 相似文献
85.
江南造山带位于扬子和华夏地块中间,受华南陆块及其周缘多期次的碰撞、裂解及再造过程影响,经历了复杂的构造运动和变形,于中生代期间受区域构造-岩浆事件影响,发生成矿“大爆发”,是研究陆内深部过程、成矿作用的关键地区。受沉积覆盖、出露较少等因素影响,江南造山带中段地壳结构、深部过程及其边界范围等还存在争议。为进一步提高对江南造山带中段中生代深部构造背景、动力学过程及成矿作用的认识,本文利用武宁—吉安深反射地震数据,进行随机介质参数的计算,获得了相关长度剖面。结果发现江南造山带中段地壳厚度沿剖面由北向南逐渐减薄,结合前人研究推测研究区受控于燕山期晚期伸展构造体制,在伸展构造背景下,导致地壳减薄,诱发幔源物质上涌,受地幔上涌影响由南往北逐渐减弱。同时揭示了宜丰—景德镇断裂深大断裂极性,进一步证明了萍乡—广丰断裂为江南造山带中段与华夏地块的边界。最后综合分析了中生代区域构造对成矿的影响,认为在伸展构造背景下,幔源物质沿断裂上涌控制了该区金、钨等矿床的形成。 相似文献
86.
The objective of this study is to demonstrate that the channel flow routing techniques used in the Soil and Water Assessment Tool (SWAT) can be sometimes inappropriate for runoff simulation in small basins. Simulated hydrographs have a tendency to underestimate peak flows or may send a false signal during the recession periods when SWAT is applied to the Mihocheon Basin in South Korea. This was particularly evident for sub‐basins that had a short travel time of much less than a day. In order to enhance the channel routing module in SWAT, an alternative routing technique in which Manning relationship is combined with a simple channel reach continuity equation is proposed in the present study. The advantage of the proposed routing technique is that parameters are readily available from channel morphological data and that it is applicable to small basins. Through simulations of specific events, this routing module that is incorporated into SWAT is almost free from instability errors and produces realistic flow depths and velocities unlike the original version of SWAT with Muskingum method. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
87.
B. M. Troutman M. R. Karlinger 《Stochastic Environmental Research and Risk Assessment (SERRA)》1988,2(1):73-78
The instantaneous unit hydrograph for a channel network under general linear routing and conditioned on the network magnitude,N, tends asymptotically, asN grows large, to a Rayleigh probability density function. This behavior is identical to that of the width function of the network, and is proven under the assumption that the network link configuration is topologically random and the link hydraulic and geometric properties are independent and identically distributed random variables. The asymptotic distribution depends only on a scale factor,
, where is a mean link wave travel time. 相似文献
88.
This paper examines the timing, nature and magnitude of river response in upland, piedmont and lowland reaches of the Tyne basin, northern England, to high-frequency (20–30 year) changes in climate and flood regime since 1700 AD. Over this period fluvial activity has been characterized by alternating phases of river-bed incision and stability coinciding with non-random, decadal-scale fluctuations in flood frequency and hydroclimate that appear to be linked to changes in large-scale upper atmospheric circulation patterns. Episodes of widespread channel bed incision (1760–1799, 1875–1894, 1955–1969) result from a higher frequency of large floods (> 20 year return period) and cool, wet climate under meridional circulation regimes. Phases of more moderate floods (5–20 year return period), corresponding to zonal circulation types (1820–1874, 1920–1954), are characterized by enhanced lateral reworking and sediment transfer in upper reaches of the catchment, and channel narrowing and infilling downstream. Rates of fluvial activity are reduced in intermediate periods (1800–1819, 1895–1919) with no dominant circulation regime associated with lower flood frequency and magnitude. The results of this study provide a valuable guide for forecasting probable drainage basin and channel response to future climate change. 相似文献
89.
Christian Werner 《地球表面变化过程与地形》1994,19(8):747-762
Every basin of higher than first order is drained by a channel network composed of two subnetworks. Their basins are separated by a drainage divide line, called the basin divider, which is the primary organizing feature of the main basin. Each basin of magnitude n contains n – 1 subnetworks of higher order, and is therefore organized by a set of n – 1 dividers. The dividers and the basin boundary are interconnected in a graph called the divider network of the basin; in graph-theoretic terms this network forms a tree and has the same magnitude and link numbers as the channel network draining the basin. While the subbasins and subnetworks of a drainage basin form a nesting hierarchy, the corresponding dividers do not; indeed, any two dividers share at most one node in common, and whether they do so is independent of whether the corresponding subbasins are nesting or disjoint. However, the dividers of nesting basins are linked by recursive relationships which permit the derivation of a set of algebraic equations; these equations relate the dividers of a basin to other basin components; for example, their combined length is equal to half the length of all first-order basin boundaries minus the length of the main basin boundary. The second part of the paper explores the dependence of the divider length on other basin parameters. The expected length, as predicted by the assumption of topological randomness, is clearly rejected by the data. An alternative approach (regression) is based on the observed magnitudes of the subbasins separated by each divider, and is reasonably successful in estimating divider length. The last section introduces the concept of the standardized basin defined by a boundary length of unity; the estimated lengths of the basin divider and the basin boundary permit an approximate reconstruction of the idealized basin shape and the location of the divider in it. 相似文献
90.