首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   1091篇
  免费   209篇
  国内免费   328篇
测绘学   12篇
大气科学   26篇
地球物理   116篇
地质学   1105篇
海洋学   77篇
天文学   47篇
综合类   132篇
自然地理   113篇
  2024年   4篇
  2023年   17篇
  2022年   34篇
  2021年   42篇
  2020年   42篇
  2019年   37篇
  2018年   38篇
  2017年   42篇
  2016年   30篇
  2015年   43篇
  2014年   73篇
  2013年   54篇
  2012年   49篇
  2011年   75篇
  2010年   61篇
  2009年   88篇
  2008年   77篇
  2007年   93篇
  2006年   85篇
  2005年   86篇
  2004年   71篇
  2003年   57篇
  2002年   54篇
  2001年   52篇
  2000年   38篇
  1999年   35篇
  1998年   34篇
  1997年   35篇
  1996年   40篇
  1995年   28篇
  1994年   23篇
  1993年   14篇
  1992年   15篇
  1991年   15篇
  1990年   15篇
  1989年   10篇
  1988年   6篇
  1987年   4篇
  1986年   6篇
  1985年   3篇
  1984年   1篇
  1983年   1篇
  1982年   1篇
排序方式: 共有1628条查询结果,搜索用时 15 毫秒
21.
Threshold velocity for wind erosion: the effects of porous fences   总被引:3,自引:0,他引:3  
Porous fence is a kind of artificial windbreak that has many practical applications. The threshold wind velocities at different distances downwind from porous fences were measured and the corresponding characteristics of particle movement observed to assess their shelter effect. It is found that the fence’s porosity is the key factor that determines the resulting shelter effect. The area near a fence can be typically classified into five regions, each with a different mode of particle movement. Dense fences, and especially solid fences, favor the accumulation of sand upwind of the fences. Fences with porosities of 0.3–0.4 produce the maximum threshold wind velocity; those with porosities of 0.3–0.6 (depending on the fence height) provide the maximum effective shelter distance. It is confirmed that the fence porosities of 0.3–0.4 that have been proposed for practical application in previous research are the most effective for abating wind erosion.  相似文献   
22.
Longitudinal (linear) sand dunes of the Simpson and Strzelecki dunefields in eastern central Australia present a paradox. Low levels of activity today stand in contrast to luminescence dating which has repeatedly shown deep deposits of sand on dune crests dating to within the late Holocene. In order to investigate the nature of dune activity in the Simpson–Strzelecki dunefield, vegetation and sand mobility were investigated by detailed vegetation survey and measurement of rippled area and loose sand depth of dunes at three sites along a climatic gradient. The response of both vegetation and sand movement to inter-annual climate variability was examined by repeat surveys of two sites in drought and non-drought conditions. Projected plant cover and plant + crust cover were found to have inverse linear relationships with rippled area and the area of deep loose sand. No relationship was found between these measures of sand movement and the plant frontal area index. A negative exponential relationship between equivalent mobile sand depth on dune surfaces and both vascular plant cover and vascular + crust cover was also found. There is no simple threshold of vegetation cover below which sand transport begins. Dunes with low perennial plant cover may form small dunes with slip faces leading to a positive feedback inhibiting ephemeral plant growth in wet years and accelerating sand transport rates. The linear dunefields are largely within the zone in which plant cover is sufficient to enforce low sand transport rates, and in which there is a strong response of vegetation and sand transport to inter-annual variation in rainfall. Both ephemeral plants (mostly forbs) and crust were found to respond rapidly to large (> 20 mm/month) rainfall events. On millennial time-scales, the level of dune activity is controlled by vegetation cover and probably not by fluctuations of wind strength. Land use or extreme, decadal time-scale, drought may destabilise dunes by removing perennial plant cover, accelerating wind erosion.  相似文献   
23.
Three experimental plots, covering the transition from the upper beach to the dune, on the North Sea coast of France were monitored at various intervals over a period of 18–24 months via high resolution terrain surveys in order to determine inter-site sand budget variability, as well as patterns and processes involved in sand exchanges between the upper beach and dune. The wind regime consists of a fairly balanced mix of moderate (80% of winds are below 8 m/s) onshore, offshore and shore-parallel winds. Sustained dune accretion over several years depends on the periodic local onshore welding of shoreface tidal banks that have developed in the storm- and tide-dominated setting of the southern North Sea. The only site where this has occurred in the recent past is Calais, where bank welding has created a wide accreting upper beach sand flat. At this site, significant sand supply from the subtidal sand bank reservoir to the upper beach flat occurred only once over the 18-month survey following a major storm. The bulk of the sand deposited over this large flat is not directly integrated into the adjacent embryo dunes by onshore winds but is progressively reworked in situ into developing dunes or transported alongshore by the balanced wind regime, thus resulting in alongshore stretching of the embryo dune system. The Leffrinckoucke site near Belgium shows moderate beach–dune mobility and accretion, while the Wissant site exhibits significant upper beach bedform mobility controlled by strong longshore currents that result in large beach budget fluctuations with little net budget change, to the detriment of the adjacent dunes. Accretion at these two sites, which are representative of the rest of the North Sea coast of France, is presently constrained by the absence of a shore-attached sand bank supply reservoir, while upper beach–dune sand exchanges are further limited by the narrow wave-affected upper beach, the intertidal morphology of bars and troughs which segments the aeolian fetch, and the moderate wind energy conditions. The balanced wind regime limits net sand mobilisation in favour of either the beach or the dune, and may explain the relatively narrow longshore morphology of the dune ridges bounding this coast.  相似文献   
24.
济阳坳陷CO2气藏主要发育在高青-平南深断裂中南段和阳信次级凹陷西北缘及商店火山岩穹隆构造内。气藏中CO2气体浓度为69%~97%,δ13CCO2值为-5.67‰~-3.35‰,CH4/3He值为(1.01~5.65)×108,3He/4He值为(2.80~4.49)×10-6,即R/Ra为2.00~3.21,40Ar/36Ar值为317~1791,CO2/3He值为(0.25~2.61)×109。以上地球化学数据表明,济阳坳陷气藏中CO2主要来源于地幔,且幔源CO2在成藏过程中有损失,或者有壳源CO2的加入,特别是部分碳酸盐岩变质成因CO2的加入。在对CO2气来源定性分析的基础上,还需要在各来源的定量区分和CO2气藏的成藏及其与岩浆活动的时空匹配关系等方面作进一步的研究。  相似文献   
25.
寿阳盆地比西部的太原盆地高276m,有“山顶之盆”之称,因地势较高,气候寒冷,又有“冷寿阳”之称.该盆地为新生代断陷盆地,构造条件复杂,具有差异性与继承性的活动特点.其独特的地理条件及地质构造条件,使盆地内奥灰岩溶不断向深处发育,导致岩溶地下水水位埋深达430~550m,具特深水位特征.  相似文献   
26.
根据高速公路桥头跳车病害探地雷达检测结果,结合路基实际工程地质资料及沉降观测值,分析出造成此病害的原因是桥与路之间沉降差异所致,故搭板与垫层和垫层与路基之间产生了脱空,造成桥搭板、垫层碎裂而出现了桥头跳车病害.针对病害根源,采用了压密注浆进行搭板加固及重新摊铺沥青混合料进行调坡处理的治理方法.  相似文献   
27.
长江中游湖泊沉积微结构特征与沉积环境   总被引:11,自引:3,他引:11  
在长江中游的洪湖、东湖、网湖和大九湖等四个地点取得湖沼沉积物的钻孔样品,用偏光显微镜下和电子显微镜观察微结构特征并以此解释三种湖相粘土的成因和沉积环境的变化。在长江沿岸湖泊中,0.4~ 0.5kaBP以来形成的浅色粘土的微结构类型主要有 :显微层理构造、颗粒的定向性、较大的微孔隙和颗粒粒径,面与面或边与边接触方式。物源主要来自河流带来的泥沙.当时河湖相通,河流入湖水沙量大。 1~ 2.5kaBP期间形成的青色粘土的典型微结构是 :凝胶结构、絮凝结构、细颗粒粒径和小孔隙、低球度和淡水中心冈硅藻。主要是有机质胶体与粘土胶体相互作用形成的。此期间,河流带入湖泊的泥沙少,江汉平原拥有一个开阔、稳定、浮游生物较多的淡水湖泊环境。 0.4~ 1kaBP期间形成的黑色粘土的主要微结构类型是 :凝胶结构、大的圆孔隙和植物纤维的生物框架结构、呈双峰分布的孔隙。它主要是由于维管束植物残体大量积累形成的。当时江汉平原湖泊湖水变浅,大量挺水植物生长,有些湖泊沼已经沼泽化了。鱼骨框架结构证明,在 2.9~ 4kaBP的全新世温暖期山间盆地大九湖出现大量鱼类,但并没有导致喜温鱼类向上游明显迁徙。  相似文献   
28.
中国沙尘暴天气的新特征及成因分析   总被引:65,自引:6,他引:65       下载免费PDF全文
2000~2002年,中国北方地区频频发生沙尘暴天气,给当地和广大下游地区工农业生产、交通运输、空气质量和人民的日常生活都带来了极大危害。沙尘暴天气呈现频次高、发生时间提前、发生期时间长、强度大、影响范围广等新特征。对气候变化和地理环境背景的分析研究表明,近年来中国北方沙尘暴频繁爆发的原因主要是:1)近两年处于反厄尔尼诺(拉尼娜)事件的高峰期,使东亚冬季风频繁,导致大风天气频繁发生;2)在沙尘暴发生季节,中国北方降水明显减少,气温回升迅速且温度偏高于往年,使解冻的地表土层疏松,为沙尘暴的发生提供了丰富的沙源;3)近年来中国北方干旱加剧、土地荒漠化严重,使原本广阔的戈壁沙漠面积更加扩大,有利于沙尘暴天气的发生,这与不合理的土地利用状况有关。  相似文献   
29.
老柞山金矿田鸡爪沟金矿床地质特征及成因探讨   总被引:1,自引:1,他引:1  
分析了鸡爪沟金矿床地质特征和成因 ,并对形成过程进行理论推导 ,认为该矿床为与火山作用有关的中温岩浆热液充填型矿床。  相似文献   
30.
长江中下游地区下蜀黄土成因研究的回顾   总被引:14,自引:0,他引:14  
为了进一步认识下蜀黄土的成因及其在我国东部环境演为研究中的意义,回顾了20世纪30年代以来下蜀黄土研究的主要成果,系统地评述了下蜀黄土的风成说、水成说和多成因说。下蜀黄土的成因,从营力的先后及主交看,风成应是第一位的。因此,在利用下蜀黄土保存的古环境信息研究我国东部变化时,应慎重选择剖面,以获得良好的结果。  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号