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   27327篇
  免费   6088篇
  国内免费   7344篇
测绘学   828篇
大气科学   5503篇
地球物理   5979篇
地质学   13158篇
海洋学   8821篇
天文学   740篇
综合类   1794篇
自然地理   3936篇
  2024年   70篇
  2023年   377篇
  2022年   881篇
  2021年   1158篇
  2020年   1153篇
  2019年   1215篇
  2018年   1116篇
  2017年   1192篇
  2016年   1162篇
  2015年   1369篇
  2014年   1784篇
  2013年   2108篇
  2012年   1642篇
  2011年   1876篇
  2010年   1650篇
  2009年   2012篇
  2008年   1947篇
  2007年   2043篇
  2006年   1997篇
  2005年   1826篇
  2004年   1611篇
  2003年   1464篇
  2002年   1353篇
  2001年   1152篇
  2000年   1010篇
  1999年   892篇
  1998年   793篇
  1997年   680篇
  1996年   566篇
  1995年   527篇
  1994年   485篇
  1993年   392篇
  1992年   287篇
  1991年   234篇
  1990年   148篇
  1989年   153篇
  1988年   90篇
  1987年   65篇
  1986年   46篇
  1985年   60篇
  1984年   46篇
  1983年   30篇
  1982年   21篇
  1981年   38篇
  1980年   8篇
  1979年   2篇
  1978年   14篇
  1977年   6篇
  1971年   3篇
  1954年   3篇
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
41.
The water level of marsh wetlands is a dominant force controlling the wetland ecosystem function, especially for aquatic habitat. For different species, water level requirements vary in time and space, and therefore ensuring suitable water levels in different periods is crucial for the maintenance of biodiversity in marsh wetlands. Based on hydrodynamic modelling and habitat suitability assessment, we determined suitable dynamic water levels considering aquatic habitat service at different periods in marsh wetlands. The two-dimensional hydrodynamic model was used to simulate the temporal and spatial variation of water level. The habitat suitability for target species at various water levels was evaluated to obtain the fitting curves between Weighted Usable Area (WUA) and water levels. And then suitable water levels throughout the year were proposed according to the fitting curves. Using the Zhalong Wetland (located in northeastern China) as a case study, we confirmed that the proposed MIKE 21 model can successfully be used to simulate the water level process in the wetland. Suitable water levels were identified as being from 143.9–144.2 m for April to May, 144.1–144.3 m for June to September, and 144.3–144.4 m for October to November (before the freezing season). Furthermore, proposed water diversion schemes have been identified which can effectively sustain the proposed dynamic water levels. This study is expected to provide appropriate guidance for the determination of environmental flows and water management strategies in marsh wetlands.  相似文献   
42.
Soil water dynamics are central in linking and regulating natural cycles in ecohydrology, however, mathematical representation of soil water processes in models is challenging given the complexity of these interactions. To assess the impacts of soil water simulation approaches on various model outputs, the Soil and Water Assessment Tool was modified to accommodate an alternative soil water percolation method and tested at two geographically and climatically distinct, instrumented watersheds in the United States. Soil water was evaluated at the site scale via measured observations, and hydrologic and biophysical outputs were analysed at the watershed scale. Results demonstrated an improved Kling–Gupta Efficiency of up to 0.3 and a reduction in percent bias from 5 to 25% at the site scale, when soil water percolation was changed from a threshold, bucket-based approach to an alternative approach based on variable hydraulic conductivity. The primary difference between the approaches was attributed to the ability to simulate soil water content above field capacity for successive days; however, regardless of the approach, a lack of site-specific characterization of soil properties by the soils database at the site scale was found to severely limit the analysis. Differences in approach led to a regime shift in percolation from a few, high magnitude events to frequent, low magnitude events. At the watershed scale, the variable hydraulic conductivity-based approach reduced average annual percolation by 20–50 mm, directly impacting the water balance and subsequently biophysical predictions. For instance, annual denitrification increased by 14–24 kg/ha for the new approach. Overall, the study demonstrates the need for continued efforts to enhance soil water model representation for improving biophysical process simulations.  相似文献   
43.
Though it is well known that vegetation affects the water balance of soils through canopy interception and evapotranspiration, its hydrological contribution to soil hydrology and stability is yet to be fully quantified. To improve understanding of this hydrological process, soil water dynamics have been monitored at three adjacent hillslopes with different vegetation covers (deciduous tree cover, coniferous tree cover, and grass cover), for nine months from December 2014 to September 2015. The monitored soil moisture values were translated into soil matric suction (SMS) values to facilitate the analysis of hillslope stability. Our observations showed significant seasonal variations in SMS for each vegetation cover condition. However, a significant difference between different vegetation covers was only evident during the winter season where the mean SMS under coniferous tree cover (83.6 kPa) was significantly greater than that under grass cover (41 kPa). The hydrological reinforcing contribution due to matric suction was highest for the hillslope with coniferous tree cover, while the hillslope with deciduous tree cover was second and the hillslope with grass cover was third. The greatest contributions for all cover types were during the summer season. During the winter season, the wettest period of the monitoring study, the additional hydrological reinforcing contributions provided by the deciduous tree cover (1.5 to 6.5 kPa) or the grass cover (0.9 to 5.4 kPa) were insufficient to avoid potential slope failure conditions. However, the additional hydrological reinforcing contribution from the coniferous tree cover (5.8 to 10.4 kPa) was sufficient to provide potentially stable hillslope conditions during the winter season. Our study clearly suggests that during the winter season the hydrological effects from both deciduous tree and grass covers are insufficient to promote slope stability, while the hydrological reinforcing effects from the coniferous tree cover are sufficient even during the winter season. Copyright © 2018 John Wiley & Sons, Ltd.  相似文献   
44.
科技进步使得地震采集数据量及其精度实现质的飞跃,南沙海域的地震调查,采用国际先进水平的等离子震源,获得地震剖面精度优于3 m局部甚至可在1 m之内,为科学研究、工程、浅层资源、地质灾害预警等研究奠定基础.在南沙第四系识别出了七个地震反射界面,确定500 ms至海底沉积区间内地震层序与三期海平面升降并与冰期、间冰期对应,典型地震剖面展示第四纪至少有三套完整的具有三角洲顶积层、前积层、底积层的地震相证据,与全球的第四纪海平面的变化一致.精细的浅层地震结构表明:南沙的地质现象丰富,浅层断层非常发育,下切河谷、泥石流、滑坡等地质遗迹的形成的地震相清晰,是地质活动频繁的地区.  相似文献   
45.
南海北部琼东南海域活动冷泉特征及形成模式   总被引:3,自引:0,他引:3       下载免费PDF全文
近年来,活动冷泉的研究越来越受到关注.本文利用多波束数据、多道地震数据以及底质取样结果研究琼东南海域活动冷泉系统,分析活动冷泉的羽状流特征、海底地貌与底质特征以及流体活动构造特征.多波束水体数据上,观测到多个延伸高度超过750 m的气泡羽状流,海底流体活动非常强烈;多道地震上识别出麻坑、流体运移通道、气烟囱等流体渗漏相关的构造,与其他海域观测到的反射特征不同,羽状流的下方流体运移通道呈强振幅"串珠"反射;重力活塞取样在两个站位上获得浅表层块状天然气水合物.其中一个站位位于活动冷泉附近,天然气水合物赋存于海底以下8 m左右.基于以上三方面的数据,笔者提出了一个用于描述活动冷泉系统的形成模式,游离气通过气烟囱向上运移到达浅层,一部分在天然气水合物稳定带内形成天然气水合物,另一部分穿透天然气水合物稳定带到达海底,形成活动冷泉的羽状流.  相似文献   
46.
为揭示活动陆缘深水褶皱冲断带的特征及成因,本文利用地震和区域地质资料的综合分析,系统阐述了文莱—沙巴盆地深水褶皱冲断带的构造变形特征,并结合盆地演化动力学特点,探讨其构造变形机制及其对深水区油气成藏的影响.研究结果表明,文莱—沙巴盆地深水褶皱冲断带具有"垂向分期、平面分段"的特点,垂向上,以中中新统底界面为界可划分为下部(始新世-早中新世)和上部(中中新世-现今)两套逆冲褶皱冲断体系,其中下部逆冲褶皱冲断带的形成与古南海的俯冲作用密切相关,上部逆冲褶皱冲断带是中中新世以来三角洲前缘重力滑动与苏禄海扩张造成的区域挤压应力远程效应共同作用的结果,且苏禄海扩张造成的远程挤压效应主控平面上南北段褶皱冲断带变形的差异性,导致北段褶皱变形强度大于南段,具有背斜褶皱数量多、褶皱间距离短、逆冲断层倾角陡的特点,南段反之;且晚上新世以来北段深水区地层缩短量大于陆架区伸展量,两者之差为2~6 km,而南段两者相当,仅受三角洲前缘重力滑动影响.整个褶皱冲断带发育断弯、断展、断滑褶皱等3种断层相关褶皱以及叠瓦扇和冲起构造2种逆冲构造组合,是多期NW向挤压应力作用下形成的大型逆冲推覆构造,以前展式向盆地扩展.此外,由于中中新世以来逆冲断层的持续活动,研究区深水褶皱冲断带发育众多构造圈闭,油气成藏条件优越,且南段优于北段,靠近陆坡的近端优于远端,可作为勘探部署重点.  相似文献   
47.
东海蛾螺属二新记录种(腹足纲,蛾螺科)   总被引:1,自引:0,他引:1  
在整理近年来东海采集的蛾螺科Buccinidae标本时,鉴定出属于蛾螺属Buccinum Linnaeus,1758的两个中国新记录种:(1)白肋蛾螺Buccinum leucostoma Lischke,1872,采自于东海300—400m深的泥沙质海底;(2)古式蛾螺Buccinum koshikinum Okutani,1988采自于东海400m深的泥沙质海底。文中分别对这两个新记录种的形态特征、生活习性等进行了描述,并与相似种进行了分类学讨论。此外,文中还列出了中国海已报道的其他蛾螺属种类。  相似文献   
48.
410 km间断面是地幔转换带的顶界面,对其速度结构和起伏形态开展地震学探测有助于认识地球内部物质组成和相关的地球动力学过程.本文选取了由中国数字地震台网记录到的位于琉球俯冲区的一个中源地震P波宽频带波形资料,利用三重震相波形拟合研究了中国东海地区410 km间断面附近的精细速度结构.结果表明:中国东海地区下方410 km间断面整体表现为一尖锐的速度界面且有8~15 km的小幅抬升;该间断面之上存在52~62 km厚的低速层,其P波速度降低0.5%~1.6%;440 km深度以下存在1.0%~3.0%的P波高速异常.结合前人在该地区的层析成像结果,我们推测该高速异常体与西太平洋俯冲板片在中国东海地区地幔转换带内的滞留有关;板片内水相E分解使得转换带内水含量增加,这引发了410 km间断面的抬升;410 km间断面之上的低速层应与含水矿物脱水导致的地幔橄榄岩部分熔融有关.  相似文献   
49.
The study is based on the underground fluid observation data in Lijiang area, northwest Yunnan Province. The data include the water level and temperature in Dangxiao well and Jinjia well, and the ion measurements in Ganze spring. Combining with the data of regional hydrogeology, rainfall, well structures, and the geothermal gradient, we analyzed the variations of each measurement item before the Ludian MS6.5 earthquake on August 3, 2014 and discussed the possible mechanism for the abnormal variations. The water levels of both Dangxiao well and Jinjia well are influenced by local rainfall, but the former shows hysteresis according to rainy seasons and is the long trend influence; while the latter shows synchronization between high water level and rainy season, indicating good connection between well water and shallow aquifer. The recharge water for Dangxiao well is in relatively low temperature, and the temperature sensor is located at the major connecting section between the well water and the aquifer; the water temperature variation is mainly affected by the discharge status and variation of water level. The Jinjia well is always in static level, and the temperature sensor is below the major connecting section between the well water and aquifer, so the water temperature is affected little by water level variations and in smooth fluctuation. The recharge source for Ganze spring can generally increase the contents of calcium and magnesium ions, so does the conductivity. The water level data of Dangxiao well since 2012 are decomposed with wavelet technique. The results, excluding such high-frequency components as the noise and the semidiurnal and daily wave components influenced by earth tide, are further processed with difference method in order to eliminate the trend effect. The results show that the relative change of water level is enhanced and in relatively rapid increase before the Ludian MS6.5 earthquake; the corresponding water temperature values are high. The tendency of water level in Jinjia well displays descending, while the corresponding water temperature shows ascending. The content of calcium ion, magnesium ion, bicarbonate ion, and conductivity of Ganze spring are descending, while the content of fluoride ion is ascending. The abnormal variations of underground fluid in Lijiang area appeared in turns and were accompanied with minor earthquakes before Ludian MS6.5 earthquake, which indicates enhancing of regional stress and increasing of fluid activity.  相似文献   
50.
The effects of soil water content (SWC) on the formation of run‐off in grass swales draining into a storm sewer system were studied in two 30‐m test swales with trapezoidal cross sections. Swale 1 was built in a loamy fine‐sand soil, on a slope of 1.5%, and Swale 2 was built in a sandy loam soil, on a slope of 0.7%. In experimental runs, the swales were irrigated with 2 flow rates reproducing run‐off from block rainfalls with intensities approximately corresponding to 2‐month and 3‐year events. Run‐off experiments were conducted for initial SWC (SWCini) ranging from 0.18 to 0.43 m3/m3. For low SWCini, the run‐off volume was greatly reduced by up to 82%, but at high SWCini, the volume reduction was as low as 15%. The relative swale flow volume reductions decreased with increasing SWCini and, for the conditions studied, indicated a transition of the dominating swale functions from run‐off dissipation to conveyance. Run‐off flow peaks were reduced proportionally to the flow volume reductions, in the range from 4% to 55%. The swale outflow hydrograph lag times varied from 5 to 15 min, with the high values corresponding to low SWCini. Analysis of swale inflow/outflow hydrographs for high SWCini allowed estimations of the saturated hydraulic conductivities as 3.27 and 4.84 cm/hr in Swales 1 and 2, respectively. Such estimates differed from averages (N = 9) of double‐ring infiltrometer measurements (9.41 and 1.78 cm/hr). Irregularities in swale bottom slopes created bottom surface depression storage of 0.35 and 0.61 m3 for Swales 1 and 2, respectively, and functioned similarly as check berms contributing to run‐off attenuation. The experimental findings offer implications for drainage swale planning and design: (a) SWCini strongly affect swale functioning in run‐off dissipation and conveyance during the early phase of run‐off, which is particularly important for design storms and their antecedent moisture conditions, and (b) concerning the longevity of swale operation, Swale 1 remains fully functional even after almost 60 years of operation, as judged from its attractive appearance, good infiltration rates (3.27 cm/hr), and high flow capacity.  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