全文获取类型
收费全文 | 141篇 |
免费 | 13篇 |
国内免费 | 25篇 |
专业分类
测绘学 | 1篇 |
大气科学 | 29篇 |
地球物理 | 54篇 |
地质学 | 39篇 |
海洋学 | 27篇 |
天文学 | 19篇 |
综合类 | 6篇 |
自然地理 | 4篇 |
出版年
2023年 | 1篇 |
2022年 | 3篇 |
2021年 | 16篇 |
2020年 | 7篇 |
2019年 | 3篇 |
2018年 | 3篇 |
2017年 | 6篇 |
2016年 | 15篇 |
2015年 | 9篇 |
2014年 | 7篇 |
2013年 | 11篇 |
2012年 | 7篇 |
2011年 | 5篇 |
2010年 | 4篇 |
2009年 | 6篇 |
2008年 | 5篇 |
2007年 | 6篇 |
2006年 | 4篇 |
2005年 | 1篇 |
2004年 | 2篇 |
2003年 | 3篇 |
2002年 | 3篇 |
2001年 | 6篇 |
2000年 | 4篇 |
1999年 | 5篇 |
1998年 | 3篇 |
1997年 | 3篇 |
1996年 | 6篇 |
1995年 | 7篇 |
1994年 | 3篇 |
1993年 | 3篇 |
1992年 | 1篇 |
1991年 | 2篇 |
1990年 | 1篇 |
1989年 | 2篇 |
1988年 | 1篇 |
1985年 | 2篇 |
1982年 | 1篇 |
1973年 | 2篇 |
排序方式: 共有179条查询结果,搜索用时 15 毫秒
11.
中西太平洋金枪鱼围网鲣鱼起水鱼群种群结构分析 总被引:1,自引:0,他引:1
根据2006年10月—2007年2月及2007年10月—2008年1月在中西太平洋海域测定的1343尾由金枪鱼围网捕获的起水鱼群的鲣鱼生物学数据,应用统计与回归的分析方法对鲣鱼的叉长组成、叉长和体重关系、性比、性腺成熟度等基本生物学特性进行了分析。结果表明:(1)起水鱼群鲣鱼的叉长范围为243~746 mm,优势叉长组为401~600 mm,占到88.24%,其中雌、雄个体叉长组成呈显著性差异(x2=843.7,P0.01);(2)起水鱼群鲣鱼的叉长(FL)与体重(W)的关系为W=6.3905×10-6FL3.1938(R2=0.9443),且叉长与体重的关系并不因性别而存在显著性差异(ANCOVA,F=0.549,P0.05);(3)起水鱼群鲣鱼的平均雌雄性比约为1∶0.95,但在501~550 mm(x2=4.00,P0.05)和651~700 mm(x2=4.17,P0.05)2个体长组中,雌雄性别比例不符合"1∶1"的理论期望;(4)起水鱼群鲣鱼的性成熟度以Ⅳ期(28.93%)和Ⅴ期(43.67%)为主,计算得出的雌鱼和雄鱼的首次性成熟叉长分别为473.15 mm和440.78 mm,均大于实际观测到的达到性成熟的鲣鱼的最小叉长。本次调查研究得出了"在调查水域鲣鱼的起水鱼群是以性成熟的成鱼为主的群体"的初步结论。 相似文献
12.
13.
14.
使用《地震分析预报方法指南——水文地球化学方法》软件系统,对山西省多年来的水化资料进行了处理分析,给出各台站水氡的正常年动态变化;对两次大同地震前CO_2及He的前兆异常进行了总结,并提出了判断异常前兆的标志. 相似文献
15.
16.
应急避难场所在城市应急管理体系中占有重要地位,对已建成的应急避难场所选址进行评价,可为应急避难场所个体改进、布局优化和新建选址提供依据。本文在文献研究与天津市城市特点分析的基础上,从有效性、安全性、可达性3个维度构建包含8个评价因子的应急避难场所选址适宜性评价指标体系,应用层次分析法(AHP)确定指标权重。应用GIS空间分析技术建立应急避难场所空间点位分析模型和覆盖范围模型,对天津市27个应急避难场所进行适宜性评价,并对中心城区14个应急避难场所进行满足性评价。结果表明,天津市应急避难场所具有良好的基础,但总体适宜性水平有待进一步提高,尤其是安全性亟需加强;天津市中心城区人口密集,但应急避难场所数量少,服务区域有限,存在较大范围的覆盖盲区,其中和平区人均有效避难面积仅0.2m2,远小于人体最低占用面积0.6m2,达不到人均有效避难要求。 相似文献
17.
Sung-Soo Cha Kang-Kun Lee Gwang-Ok Bae Dae-Hyuck Lee Nicolas Gatelier 《Engineering Geology》2007,93(3-4):117-129
Hydrogeological monitoring was conducted around a pilot cavern for underground cryogenic LNG (Liquefied Natural Gas) storage. The monitoring was mainly focused on the operation of a drainage and recharge system. After the operation of the drainage system commenced, the drainage rate decreased rapidly in the initial stages and then decreased gradually. Hydrogeological monitoring revealed that the rock drainage system operated effectively. During drainage, the water table was maintained below the cavern roof. The recharge for ice-ring formation was performed in two phases. The first phase involved the cessation of pumping in downward-drainage holes and the second involved the closure of upward boreholes. Since the water table was maintained below the cavern roof, artificial recharge was planned at first. However, it was not implemented due to heavy rainfall in the recharge stage. On the basis of hydrogeological monitoring and hydraulic tests, it was found that the fractures above the roof and on the right wall of the pilot cavern mainly affected seepage into the cavern and thermal variation due to the storage of liquid nitrogen. Thermal variation was examined by the thermometers installed around the pilot cavern. The cooling and thawing processes reveal the characteristics of thermal distribution in the rock and the 0 °C isotherm. The cooling phase lasted for six months, and the 0 °C isotherm progressed in time after the injection of liquid nitrogen into the cavern. The isotherm propagated up to about 4 m from the floor and the sidewall of the cavern and about 3 m from the cavern roof. The cooling rate of the rock mass above the cavern roof was lower than that of the other cavern sides due to the gaseous space in the upper part of the containment. The fractures were analyzed and considered for thermal modeling. A two-dimensional finite element analysis was performed to compare the field monitoring at the pilot cavern. The numerical modeling shows the distance between the ice ring and heat transfer pattern of the fractures around the pilot cavern. The propagation of the measured and calculated 0 °C isotherm reveals that the water-conveying joint on the right wall might affect thermal propagation through a thermal pipe. 相似文献
18.
19.
20.
Fangfang Kuang Jing Cha Junpeng Zhang Aijun Pan Hangyu Chen Xiwu Zhou Chunsheng Jing Xiaogang Guo 《海洋学报(英文版)》2022,41(11):1-11
In this paper, the intra-seasonal variability of the abyssal currents in the China Ocean Mineral Resources Association (COMRA) polymetallic nodule contact area, located in the western part of the Clarion and Clipperton Fraction Zone in the tropical East Pacific, is investigated using direct observations from subsurface mooring instruments as well as sea-surface height data and reanalysis products. Mooring observations were conducted from September 13, 2017 to August 15, 2018 in the COMRA contact area (10°N, 154°W). The results were as follows: (1) At depths below 200 m, the kinetic energy of intra-seasonal variability (20?100 d) accounts for more than 40% of the overall low-frequency variability, while the ratio reaches more than 50% below 2 000 m. (2) At depths below 200 m, currents show a synchronous oscillation with a characteristic time scale of 30 d, lasting from October to the following January; the energy of the 30-d oscillation increases with depth until the layer of approximately 4 616 m, and the maximum velocity is approximately 10 cm/s. (3) The 30-d oscillation of deep currents is correlated with the tropical instability waves in the upper ocean. 相似文献