全文获取类型
收费全文 | 263篇 |
免费 | 10篇 |
国内免费 | 1篇 |
专业分类
测绘学 | 7篇 |
大气科学 | 24篇 |
地球物理 | 83篇 |
地质学 | 76篇 |
海洋学 | 36篇 |
天文学 | 27篇 |
综合类 | 2篇 |
自然地理 | 19篇 |
出版年
2024年 | 1篇 |
2023年 | 6篇 |
2022年 | 4篇 |
2021年 | 7篇 |
2020年 | 12篇 |
2019年 | 10篇 |
2018年 | 11篇 |
2017年 | 10篇 |
2016年 | 17篇 |
2015年 | 15篇 |
2014年 | 13篇 |
2013年 | 12篇 |
2012年 | 14篇 |
2011年 | 18篇 |
2010年 | 16篇 |
2009年 | 22篇 |
2008年 | 17篇 |
2007年 | 10篇 |
2006年 | 7篇 |
2005年 | 9篇 |
2004年 | 6篇 |
2003年 | 5篇 |
2002年 | 5篇 |
2001年 | 5篇 |
2000年 | 1篇 |
1999年 | 3篇 |
1998年 | 2篇 |
1997年 | 1篇 |
1994年 | 3篇 |
1993年 | 1篇 |
1992年 | 1篇 |
1991年 | 2篇 |
1988年 | 1篇 |
1986年 | 1篇 |
1985年 | 1篇 |
1984年 | 1篇 |
1983年 | 4篇 |
排序方式: 共有274条查询结果,搜索用时 9 毫秒
271.
272.
Geochemistry and Cr stable isotopes of Cr-contaminated groundwater in León valley,Guanajuato, México
Alejandro Villalobos-Aragón Andre S. Ellis María A. Armienta Ofelia Morton-Bermea Thomas M. Johnson 《Applied Geochemistry》2012
León valley, located in the Mexican state of Guanajuato, has a long history (35+ a) of Cr contamination of groundwater and surface water. Here data are presented for Cr, major ion and trace element concentrations and Cr stable isotope measurements of groundwater in a heavily contaminated aquifer in Buenavista, where Cr ore processing residue piles (COPRPs) located in a chromate production factory are the main source of Cr. The aquifer directly beneath the factory still retains very high Cr(VI) concentrations (∼121 mg/L). Ongoing pump and treat remediation is keeping the high concentration plume confined to the factory area and immediate vicinity, though Cr is also detected at some distance away. Chromium isotope data of the aquifer directly under the factory show only a small increase in δ53Cr (+0.33‰ to +0.81‰) and indicates minimal reduction of Cr(VI) to Cr(III). Very high Cr(VI) concentrations have possibly overwhelmed natural reductants and furthermore fresh Cr(VI) was being leached into the groundwater from the COPRP. From just one year of Cr isotope data it is clear that more aggressive remediation techniques will be necessary to reduce or eliminate the contamination. The fringes of the Cr plume have substantially lower concentrations and can be partially explained by transport of the main plume or mixing between waters from the nearby landfill and highly contaminated waters from QC. While the source of Cr at the fringes of the plume could be attributed to a source from the nearby landfill instead of the main plume from the factory, the Cr stable isotope data show enrichment in the heavier isotopes and point to varying amounts of reduction. Isotopic enrichment seen between 2007 and 2008 along the fringe may indicate either reduction or less unreacted Cr(VI) is being transported to the fringes. In either case some potential for natural attenuation of Cr(VI) exists at the western margin of the plume with the landfill playing a role. 相似文献
273.
Dávid Karátson Jean-Claude Thouret Ichio Moriya Alejandro Lomoschitz 《Bulletin of Volcanology》1999,61(3):174-193
The origin and development of erosion-modified, erosion-transformed, and erosion-induced depressions in volcanic terrains
are reviewed and systematized. A proposed classification, addressing terminology issues, considers structural, geomorphic,
and climatic factors that contribute to the topographic modification of summit or flank depressions on volcanoes. Breaching
of a closed crater or caldera generated by volcanic or non-volcanic processes results in an outlet valley. Under climates
with up to ∼2000–2500 mm annual rainfall, craters, and calderas are commonly drained by a single outlet. The outlet valley
can maintain its dominant downcutting position because it quickly enlarges its drainage basin by capturing the area of the
primary depression. Multi-drained volcanic depressions can form if special factors, e.g., high-rate geological processes,
such as faulting or glaciation, suppress fluvial erosion. Normal (fluvial) erosion-modified volcanic depressions the circular
rim of which is derived from the original rim are termed erosion craters or erosion calderas, depending on the pre-existing
depression. The resulting landform should be classed as an erosion-induced volcanic depression if the degradation of a cluster
of craters produces a single-drained, irregular-shaped basin, or if flank erosion results in a quasi-closed depression. Under
humid climates, craters and calderas degrade at a faster rate. Mostly at subtropical and tropical ocean-island and island-arc
volcanoes, their erosion results in so-called amphitheater valleys that develop under heavy rainfall (>∼2500 mm/year), rainstorms,
and high-elevation differences. Structural and lithological control, and groundwater in ocean islands, may in turn preform
and guide development of high-energy valleys through rockfalls, landsliding, mudflows, and mass wasting. Given the intense
erosion, amphitheater valleys are able to breach a primary depression from several directions and degrade the summit region
at a high rate. Occasionally, amphitheater valleys may create summit depressions without a pre-existing crater or caldera.
The resulting, negative landforms, which may drain in several directions and the primary origin of which is commonly unrecognizable,
should be included in erosion-transformed volcanic depressions.
Received: 4 January 1998 / Accepted: 18 January 1999 相似文献
274.
Maritza Liliana Arganis-Juárez Margarita Preciado-Jiménez Óscar A. Fuentes-Mariles Alejandro Mendoza-Reséndiz Ramón Domínguez-Mora Faustino De Luna-Cruz 《水文科学杂志》2019,64(8):934-947
To design and review the operation of spillways, it is necessary to estimate design hydrographs, considering their peak flow, shape and volume. A hybrid method is proposed that combines the shape of the design hydrograph obtained with the UNAM Institute of Engineering Method (UNAMIIM) with the peak flow and volume calculated from a bivariate method. This hybrid method is applied to historical data of the Huites Dam, Sinaloa, Mexico. The goal is to estimate return periods for the maximum discharge flows (that account for the damage caused downstream) and the maximum levels reached in the dam (measure of the hydrological dam safety) corresponding to a given spillway and its management policy. Therefore, to validate the method, the results obtained by the flood routing of the 50-year hydrograph are compared with those obtained by the flood routing of the three largest historical floods. Both maximum flow and elevation were in the range of values observed within 37.5–75 years corresponding to the length of the historical record. 相似文献