全文获取类型
收费全文 | 1096篇 |
免费 | 147篇 |
国内免费 | 238篇 |
专业分类
测绘学 | 19篇 |
大气科学 | 58篇 |
地球物理 | 269篇 |
地质学 | 785篇 |
海洋学 | 154篇 |
天文学 | 16篇 |
综合类 | 44篇 |
自然地理 | 136篇 |
出版年
2024年 | 2篇 |
2023年 | 14篇 |
2022年 | 28篇 |
2021年 | 36篇 |
2020年 | 38篇 |
2019年 | 44篇 |
2018年 | 34篇 |
2017年 | 45篇 |
2016年 | 54篇 |
2015年 | 34篇 |
2014年 | 59篇 |
2013年 | 79篇 |
2012年 | 59篇 |
2011年 | 53篇 |
2010年 | 50篇 |
2009年 | 82篇 |
2008年 | 76篇 |
2007年 | 59篇 |
2006年 | 78篇 |
2005年 | 68篇 |
2004年 | 53篇 |
2003年 | 51篇 |
2002年 | 38篇 |
2001年 | 43篇 |
2000年 | 40篇 |
1999年 | 45篇 |
1998年 | 35篇 |
1997年 | 37篇 |
1996年 | 18篇 |
1995年 | 26篇 |
1994年 | 16篇 |
1993年 | 23篇 |
1992年 | 11篇 |
1991年 | 19篇 |
1990年 | 3篇 |
1989年 | 7篇 |
1988年 | 8篇 |
1987年 | 2篇 |
1986年 | 3篇 |
1985年 | 2篇 |
1984年 | 4篇 |
1983年 | 2篇 |
1981年 | 1篇 |
1979年 | 1篇 |
1975年 | 1篇 |
排序方式: 共有1481条查询结果,搜索用时 31 毫秒
121.
Sunil Herat 《洁净——土壤、空气、水》2007,35(4):305-310
Electronic waste or e-waste is one of the fastest growing areas of the international waste stream and is increasing at a much higher rate than all other waste streams. Fast growing electronics industries arising from the demands of information and communication technologies around the world coupled with the rapid product obsolescence and lack of end-of-life management options, have all led to the unsustainable management of the waste stream. Computers are manufactured from over 1,000 materials, many of which are toxic, and they contribute significantly to the e-waste stream, which is estimated to be ca. 20 to 50 million tonnes annually. Design for environment cleaner production, extended producer responsibility, standards and labeling, product stewardship, recycling and remanufacturing are some of the practices adopted by various countries around the world to deal with the e-waste stream. An overview of these practices is presented and the manner in which they contribute to the sustainable management of e-waste is discussed. 相似文献
122.
高放废物处置库预选场地地学信息库的建立 总被引:1,自引:0,他引:1
本文以高放废物处置库预选场地甘肃北山玉门镇地学信息库的建立为例,详细阐述了地理信息系统在高放废物地质处置中的应用,并在此基础上分析了其应用前景,为不同层次的管理、科研人员提供了全新思路;介绍了将地理信息系统技术引入图件和资料管理的优点。 相似文献
123.
本论文对交城花岗岩体的地质环境、工程力学和理化特征作了初步研究。认为交城岗花岩体的地质构造稳定、水文地质条件良好,岩性均匀,故选择交城花岗岩作为研究主岩,并对典型核素在填隙物和花岗岩上的吸附性能进行了试验。 相似文献
124.
125.
超临界萃取技术在生物资源开发和有机废水处理中的应用研究 总被引:1,自引:0,他引:1
刘华 《矿物岩石地球化学通报》1998,(1)
超临界萃取技术在生物资源开发和有机废水处理中的应用研究@刘华¥中国科学院地球化学研究所超临界CO_2萃取,有机废水处理,珊瑚姜油,辣椒色素超临界萃取技术在生物资源开发和有机废水处理中的应用研究刘华(中国科学院地球化学研究所,贵阳550002)收稿日期:19... 相似文献
126.
Duke U. Ophori 《Hydrogeology Journal》1998,6(2):193-203
Flow of groundwater with variable density and viscosity was simulated at the Atikokan Research Area (ARA) in northwestern
Ontario, Canada. An empirical viscosity–concentration equation was modified to include total-dissolved-solids (TDS) data from
the ARA. The resulting equation was used successfully to estimate reasonably accurate viscosity values over the expected range
of temperature and concentration, in comparison with experimental values derived for sodium chloride solutions. A three-dimensional
finite-element code, MOTIF, developed by Atomic Energy of Canada Limited, was used in the simulations. The inclusion of the
effects of depth-increasing temperature and TDS-dependent fluid-density distribution, while maintaining only a temperature-dependent
viscosity relationship in a simulation, resulted in a more penetrative flow against expected buoyancy effects (i.e., the physics
of the system was not honored). Accounting for concentration in the viscosity equation caused water to be less penetrative
and more in accordance with the expected physics of the system. A conclusion is that fluid concentration should be considered
simultaneously in calculating the density and viscosity of a fluid during modeling of variable-density flow in areas underlain
by fluids with high TDS. Results of simulations suggest that both flow directions and magnitudes should be employed simultaneously
during the calibration of a model. Large-scale groundwater movement in the ARA may be analyzed with carefully selected vertical
no-flow boundaries. By incorporating the geothermal temperature gradient, groundwater recharge increases by 12%; thus, this
gradient plays a significant role in groundwater flow at the ARA. Variability in the fluid concentration at the ARA neither
decreases nor increases recharge into the groundwater system. The hypothesis that an isolated continuous regional flow system
may exist at depth in the ARA is not supported by these simulations.
Received, September 1996 Revised, September 1997, February 1998 Accepted, February 1998 相似文献
127.
128.
The remediation strategy for an industrial site located in a coastal area involves a pump and treat system and a horizontal flow barrier (HFB) penetrating the main aquifer. To validate the groundwater flow conceptual model and to verify the efficiency of the remediation systems, we carried out piezometric measurements, slug tests, pumping tests, flowmeter tests and multilevel sampling. Flowmeter tests are used to infer vertical groundwater flow directions, and base exchange index is used to infer horizontal flow directions at a metric scale. The selected wells are located both upstream and downstream of the HFB. The installation of the HFB produced constraints to the groundwater flow. A stagnant zone of contaminated freshwater floating over the salt wedge in the upper portion of the aquifer is detected downstream of the HFB. This study confirms that the adopted remediation system is efficiently working in the area upstream of the HFB and even downstream in the bottom part of the aquifer. At the same time, it has also confirmed that hot spots are still present in stagnant zones located downstream of the HFB in the upper part of the aquifer, requiring a different approach to accomplish remediation targets. The integrated approach for flow quantification used in this study allows to discriminate the direction and the magnitude of groundwater fluxes near an HFB in a coastal aquifer. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
129.
Prediction of long‐term settlement and control of gas pollution to the environment are two principle concerns during the management of municipal solid waste (MSW) landfills. The behavior of settlement and gas flow in MSW landfills is complicated due to the combined effect of mechanical deformation of the solid skeleton and continuous biodegradation of the waste. A one‐dimensional settlement and gas flow model is presented in this paper, which is capable of predicting time evolution of settlement as well as temporal and spatial distribution of gas pressure within multi‐layered landfills under a variety of operating scenarios. The analytical solution to the novel model is evaluated with numerical simulation and field measurements. The resulting efficiency and accuracy highlight the capability of the proposed model to reproduce the settlement behavior and gas flow in MSW landfills. The influences of operating conditions and waste properties on settlement and gas pressure are examined for typical MSW landfills. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
130.
The first detailed investigation of a deep, coastal, sedimentary basin in Orkney reveals a complex Holocene history of back‐barrier morphodynamics. At Scapa Bay, the sea flooded a freshwater marsh after ca. 9400 yr BP at ca. ?5.4 m OD. Before ca. 7800 BP, abundant sediment from nearby cliffs was mobilised inland into a series of gravel barriers across the valley mouth. By ca. 7500 BP, direct marine influence was restricted in the back‐barrier area, although saltmarsh persisted until ca. 5900 BP. By then, at least four gravel ridges had enclosed the backing lagoon, where freshwater inputs became dominant. As terrestrial sediments filled the basin, another freshwater marsh developed. The multiple barrier complex demonstrates progradation resulting from continuous sediment supply in a sheltered embayment. The progressively rising height of the barrier crests seawards probably resulted from a combination of factors such as barrier morphodynamics, increased storminess and long‐term rising relative sea levels. The dominant vegetation surrounding Scapa Bay changed from open grassland to scrub ca. 9400 BP, then to deciduous woodland ca. 7800 BP, and to dwarf‐shrub heath ca. 2600 BP, the latter probably a response to a combination of climate change and human activity. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献