全文获取类型
收费全文 | 4624篇 |
免费 | 407篇 |
国内免费 | 394篇 |
专业分类
测绘学 | 2251篇 |
大气科学 | 267篇 |
地球物理 | 927篇 |
地质学 | 866篇 |
海洋学 | 321篇 |
天文学 | 62篇 |
综合类 | 424篇 |
自然地理 | 307篇 |
出版年
2024年 | 4篇 |
2023年 | 25篇 |
2022年 | 74篇 |
2021年 | 93篇 |
2020年 | 115篇 |
2019年 | 135篇 |
2018年 | 101篇 |
2017年 | 200篇 |
2016年 | 153篇 |
2015年 | 209篇 |
2014年 | 238篇 |
2013年 | 351篇 |
2012年 | 323篇 |
2011年 | 326篇 |
2010年 | 251篇 |
2009年 | 277篇 |
2008年 | 342篇 |
2007年 | 346篇 |
2006年 | 330篇 |
2005年 | 269篇 |
2004年 | 258篇 |
2003年 | 188篇 |
2002年 | 167篇 |
2001年 | 144篇 |
2000年 | 116篇 |
1999年 | 72篇 |
1998年 | 79篇 |
1997年 | 49篇 |
1996年 | 35篇 |
1995年 | 30篇 |
1994年 | 26篇 |
1993年 | 21篇 |
1992年 | 16篇 |
1991年 | 16篇 |
1990年 | 11篇 |
1989年 | 9篇 |
1988年 | 6篇 |
1987年 | 7篇 |
1986年 | 4篇 |
1985年 | 7篇 |
1980年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有5425条查询结果,搜索用时 31 毫秒
11.
12.
土壤渗滤处理系统设备简单、投资少、操作管理方便、能耗低,净化效果良好,在处理海岛生活污水领域具有广阔的发展前景.根据鼓浪屿目前污水水质、水量的特点,采用土壤渗滤高度水处理技术对污水进行处理,污染物经过土壤的物理、化学和生物作用,出水达到《城市污水再生利用城市杂用水水质》(GB/T18920-2002),具有不产生污泥,运行简单,氮磷去除效率高,无二次污染等特点. 相似文献
13.
利用漳州港海域无围堰填海造地前后的水深测量数据,结合海域地质钻探、表层和柱状沉积物资料,用数字地形模型方法计算了该区海底的冲淤量,分析了冲淤变化及其影响因素,结果显示:(1)淤积主要发生在近岸海域,其主要原因是近岸3-10m厚的海底淤泥层在回填土的挤压和推移下发生形变,产生淤浅假象;另一个原因是回填时部分泥沙流失入海,淤积在近岸海域,致使淤积强度增大。(2)由近岸往外,淤积强度逐渐减弱,并过渡为产中刷状态。 相似文献
14.
15.
16.
本文研究模糊矩阵传递闭包的化简问题。通过定义 1类典型阵 ,给出传递闭包能够进一步化简的充要条件 ,为网络最大流分析提供了 1种新的模式。 相似文献
17.
Deterministic sea-wave prediction (DSWP) models are appearing in the literature designed for quiescent interval prediction in marine applications dominated by large swell seas. The approach has focused upon spectral methods which are straightforward and intuitively attractive. However, such methods have the disadvantage that while the sea is aperiodic in nature, the standard discrete spectral processing techniques force an absolutely periodic structure onto the resulting sea surface prediction models. As it is the shape of the sea surface that is important in such applications, particularly near the end of the domain which is important, the standard windowing techniques used in signal processing work to reduce leakage artifacts cannot be employed. This has necessitated the use of end matching methods that can be both inconvenient and may reduce the fraction of the time for which legitimate predictions are available. As a result, an investigation has been undertaken of the use of finite impulse response prediction filters to provide the necessary dispersive phase shifting required in DSWP systems. The present work examines the theoretical basis for such filters and explores their properties together with their application to both long and short crested swell seas. It is shown that wide band forms of such filters are only convergent in the sense of distributions having both infinite duration impulse responses and asymptotically divergent first derivatives. However, appropriate band limitation can produce useful finite impulse responses allowing implementation via standard discrete convolution methods. It is demonstrated that despite the prediction filters having a non-causal impulse response such filters can be used in practice due to a combination of the asymmetric nature of the impulse response and the fundamental nature of the prediction process. The findings are confirmed against actual sea-wave data. 相似文献
18.
D. C. Mason I. J. Davenport R. A. Flather C. Gurney G. J. Robinson J. A. Smith 《Estuarine, Coastal and Shelf Science》2001,53(6):759
A sensitivity analysis of the waterline method of constructing a Digital Elevation Model (DEM) of an intertidal zone using remote sensing and hydrodynamic modelling is described. Variation in vertical height accuracy as a function of beach slope is investigated using a set of nine ERS Synthetic Aperture Radar (SAR) images of the Humber/Wash area on the English east coast acquired between 1992 and 1994. Waterlines from these images are heighted using a hydrodynamic tide-surge model and interpolated using block kriging. On 1:500 slope beaches, an average block height estimation standard deviation of 18–22 cm is achieved. This rises to 27 cm on 1:100 slope beaches, and 32 cm on 1:30 slope beaches. The average heighting error at different slopes is decomposed into components due to waterline heighting error, inadequate sensor resolution and interpolation inaccuracy. It is shown that, at 1:500 slope, waterline heighting error and interpolation inaccuracy are the main error sources, whilst at 1:30 slope, errors due to inadequate sensor resolution become dominant. The ability of the technique to generate intertidal DEMs for almost the entire coastal zone in a complete ERS SAR scene covering 100×100 km is demonstrated. 相似文献
19.
本文在对位于黄海南部陆架上的朝连岛站30年水温资料进行分析时发现,该站的表层水温有周期大于20个月的低频振动,其中以准两年周期和6年周期最显著。陆架水温的这种低频振动是对东亚季风异常的响应。这种低频振动在冬季与渤海冰情的变化同步;在夏季与黄海底层冷水团的强弱相关。同时,这种低频振动在对马暖流上也有一定的反映。 相似文献
20.