全文获取类型
收费全文 | 7433篇 |
免费 | 1405篇 |
国内免费 | 1248篇 |
专业分类
测绘学 | 188篇 |
大气科学 | 698篇 |
地球物理 | 2587篇 |
地质学 | 4076篇 |
海洋学 | 944篇 |
天文学 | 71篇 |
综合类 | 320篇 |
自然地理 | 1202篇 |
出版年
2024年 | 22篇 |
2023年 | 75篇 |
2022年 | 170篇 |
2021年 | 263篇 |
2020年 | 284篇 |
2019年 | 282篇 |
2018年 | 272篇 |
2017年 | 301篇 |
2016年 | 286篇 |
2015年 | 303篇 |
2014年 | 448篇 |
2013年 | 610篇 |
2012年 | 389篇 |
2011年 | 463篇 |
2010年 | 412篇 |
2009年 | 481篇 |
2008年 | 563篇 |
2007年 | 489篇 |
2006年 | 512篇 |
2005年 | 387篇 |
2004年 | 347篇 |
2003年 | 323篇 |
2002年 | 295篇 |
2001年 | 265篇 |
2000年 | 238篇 |
1999年 | 250篇 |
1998年 | 209篇 |
1997年 | 180篇 |
1996年 | 156篇 |
1995年 | 126篇 |
1994年 | 123篇 |
1993年 | 115篇 |
1992年 | 98篇 |
1991年 | 73篇 |
1990年 | 73篇 |
1989年 | 46篇 |
1988年 | 44篇 |
1987年 | 24篇 |
1986年 | 16篇 |
1985年 | 12篇 |
1984年 | 10篇 |
1983年 | 6篇 |
1982年 | 6篇 |
1981年 | 5篇 |
1980年 | 7篇 |
1978年 | 16篇 |
1977年 | 5篇 |
1976年 | 1篇 |
1972年 | 1篇 |
1954年 | 3篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
101.
102.
Sediment movement under unidirectional flows: an assessment of empirical threshold curves 总被引:1,自引:0,他引:1
D. Paphitis 《Coastal Engineering》2001,43(3-4)
A selection of threshold data sets from previous investigations is used to re-examine, selectively, some of the empirical curves that are most commonly used for the prediction of sediment threshold. Simple analytical formulae are derived describing single line curves for mean threshold values and envelopes for the initial movement of discrete particles and the commencement of mass sediment transport phases of the critical condition.The complexity of factors governing the prevailing conditions at threshold, together with the randomness of events, limits deterministic solutions; however, the curves provide an approach that can be used readily in practical applications. In contrast, the envelope presentation is more of a stochastic approach to the definition of threshold. It recognises that there is no definitive threshold condition under which a particular particle size can be displaced, but rather that a range of threshold values exist.The empirical threshold relationships were derived on the basis of a relatively large amount of data. However, the sources utilised have interpreted the ‘critical condition’ in various ways, implying that the formulae must be treated with caution in applications. 相似文献
103.
分析讨论了季风风应力、大陆坡地形及底摩擦在产生季风逆风流的必要条件和间接逆风流诊断判据中的作用;应用季风逆风流必要条件和间接逆风流诊断判据,解释冬季风和夏季风逆风流是如何产生的。结果表明:季风风应力是产生季风逆风流的主导因素;冬季风风应力、大陆坡地形及底摩擦三者联合作用导致表层海水在大陆坡上产生辐合生成高水位带和高动力高度带,在大陆被北侧产生NE向的冬季逆风流,南侧产生SW向顺风流;夏季风风应力、大陆坡地形及底摩擦三者联合作用导致表层海水在大陆坡上产生辐散生成低水位带和低动力高度带,在大陆被北侧产生SW向的夏季逆风流,南侧产生NE向的顺风流;冬季风盛行期间,风致经巴士海峡流入南海的黑潮水,将加速冬季逆风流的形成,加大冬季逆风流的强度;夏季风盛行期间,风应力的作用使巴上海峡以东的黑潮水不能进入南海,即使别的原因令巴上海峡以东的黑潮水流入南海,但高温、高盐的黑潮水对夏季逆风流具有阻扼作用。 相似文献
104.
K. K. Balachandran 《Estuarine, Coastal and Shelf Science》2004,59(4):589-598
Coastal waters off the southwest coast of India draw special attention because of the occurrence of mud banks at certain locations during southwest monsoon period. The present study puts forward a hypothesis of a subterranean flow, which could be a plausible mechanism to initiate the mud banks. The subterranean flow is believed to be coupled with activated trending faults and originate from the adjacent watershed (Vembanad Lake) separated from the sea by a narrow strip of land where submerged porous lime shell beds are present. When the lake water injection occurs through the fault, the mud/clay gets excited by its thixotrophic properties (as the overlying water looses its electrolyte) and transforms into a flowing fluid. The lowering of salinity due to the introduction of fresh water keeps the mud suspension in the water column for longer duration, leading to the formation of mud banks. The idea of subterranean flow through lime shell beds initiating formation of mud banks may apply globally to any coastal regions hugged by wetlands and of similar geological conditions. 相似文献
105.
Jean-Pascal Torrton Emma Rochelle-Newall Aymeric Jouon Vincent Faure Sverine Jacquet Pascal Douillet 《Estuarine, Coastal and Shelf Science》2007,74(4):766
Hydrodynamic modeling can be used to spatially characterize water renewal rates in coastal ecosystems. Using a hydrodynamic model implemented over the semi-enclosed Southwest coral lagoon of New Caledonia, a recent study computed the flushing lag as the minimum time required for a particle coming from outside the lagoon (open ocean) to reach a specific station [Jouon, A., Douillet, P., Ouillon, S., Fraunié, P., 2006. Calculations of hydrodynamic time parameters in a semi-opened coastal zone using a 3D hydrodynamic model. Continental Shelf Research 26, 1395–1415]. Local e-flushing time was calculated as the time requested to reach a local grid mesh concentration of 1/e from the precedent step. Here we present an attempt to connect physical forcing to biogeochemical functioning of this coastal ecosystem. An array of stations, located in the lagoonal channel as well as in several bays under anthropogenic influence, was sampled during three cruises. We then tested the statistical relationships between the distribution of flushing indices and those of biological and chemical variables. Among the variables tested, silicate, chlorophyll a and bacterial biomass production present the highest correlations with flushing indices. Correlations are higher with local e-flushing times than with flushing lags or the sum of these two indices. In the bays, these variables often deviate from the relationships determined in the main lagoon channel. In the three bays receiving significant riverine inputs, silicate is well above the regression line, whereas data from the bay receiving almost insignificant freshwater inputs generally fit the lagoon channel regressions. Moreover, in the three bays receiving important urban and industrial effluents, chlorophyll a and bacterial production of biomass generally display values exceeding the lagoon channel regression trends whereas in the bay under moderate anthropogenic influence values follow the regressions obtained in the lagoon channel. The South West lagoon of New Caledonia can hence be viewed as a coastal mesotrophic ecosystem that is flushed by oligotrophic oceanic waters which subsequently replace the lagoonal waters with water considerably impoverished in resources for microbial growth. This flushing was high enough during the periods of study to influence the distribution of phytoplankton biomass, bacterial production of biomass and silicate concentrations in the lagoon channel as well as in some of the bay areas. 相似文献
106.
LIANGDong-fang CHENGLiang KervinYEOW 《中国海洋工程》2005,19(2):269-286
A numerical model for the self-burial of a pipeline trench is developed. Morphological evolutions of a pipeline trench under steady-current or oscillatory-flow conditions are simulated with/without a pipeline inside the trench. The oscillatory flow in this study represents the action of waves. The two-dimensional Reynolds-averaged continuity and Navier-Stokes equations with the standard k-e turbulence closure, as well as the sediment transport equations, are solved with the finite difference method in a eurvilirrear coordinate system. Both bed and suspended loads of sediment transport are included in the morphological model. Because of the lack of experimental data on the backfilling of pipeline trenches, the numericalmodel is firstly verified against three closely-relevant experiments available in literature. A detailed measurement of the channel migration phenomenon under steady currents is employed for the assessment of the integral performance of themodel. The two experimental results from U-tube tests are used to validate the model‘s ability in predicting oscillatory flows. Different time-marching schemes are employed for the morphological computation under unidirectional and oscillatory conditions. It is found that vortex motions within the trench play an important role in the trench development. 相似文献
107.
渤海大型底栖动物次级生产力的初步研究 总被引:12,自引:2,他引:12
1998年 9月和 1999年 4月分别对渤海 2 0个站进行了大型底栖动物两个航次的调查取样。整个研究海域大型底栖动物年次级生产力平均值为 6 .4 9g(AFDW) /(m2 · a) ,其中渤海海峡以东海域较高 ,为 12 .5 9g(AFDW) /(m2· a) ;渤海中部为 4 .4 6 g(AFDW) /(m2· a) ,渤海大型底栖动物年平均 P/B为 0 .82 相似文献
108.
通过室内模拟试验,在坡度为3°和9°、流量为20和60L/min条件下研究了不同浓度(0~350kg/m3)含沙水流流经草地的泥沙沉积过程及其水力学特性。结果表明,坡面泥沙沉积量随含沙量的增加而增大,3°时泥沙沉积率与含沙量呈正相关,而9°时沉积率与含沙量呈反势。坡度对泥沙沉积影响显著,而在相同坡度条件下,两种流量试验的泥沙沉积量无明显差异。相同坡面坡上部位流速小于坡下部位,且含沙量对坡面流速影响较小。在相同坡度和流量条件下,水流雷诺数随含沙量的增大而减小。3°时水流阻力系数和曼宁糙率均随含沙量的增加而增大,而9°时含沙量对阻力影响不明显,因此在土壤侵蚀较严重地区进行坡面水文过程演算时需考虑含沙量对缓坡糙率的影响。 相似文献
109.
Lü Xixue 《中国地质大学学报(英文版)》2008,19(6):675-684
Jiyang (济阳) sag is an oil rich basin,consisting of Huimin (惠民),Dongying (东营),Zhanhua (沾化),and Chezhen (车镇) depressions.The elastic rock of Paleogene has undergone early and middle diagenetic stages and now the main clastic reservoir is in the middle diagenetic stage.Primary and secondary pores are developed in Paleogene sandstone,the latter is generated from the dissolution of feldspar and calcite cement in rocks owing to the organic acid from the maturated source rock,but the materials dissolved are different in different depressions.The reservoir secondary pores of Dongying depression are generated from the dissolution of calcite cement,the ones of Zhanhua and Huimin depressions from the dissolution of feldspar,the secondary pores of Chezhen depression from the dissolution of feldspar in upper section,and the dissolution of calcite cement in the lower section of Paleogene,respectively.The secondary pores are developed in two depths and the depth goes down from west to east,from south to north in Jiyang sag.The major controlling factors for secondary pore development are maturity and location of source rock.Lastly,the favorable reservoirs are evaluated according to reservoir buried depth,sedimentation,and diagenesis.The reservoir with high quality is located in the northern and central parts in Dongying depression; there are some good reservoirs in Gndao (孤岛),Gudong (孤东),and Gunan (孤南) areas in Zhanhua depression,and the favorable reservoirs are located in the north steep slope and the south gentle slope of Chezhen depression and central uplift,south gentle slope of Huimin depression. 相似文献
110.
大港油田官142断块巨厚砂岩的储层流动单元 总被引:1,自引:1,他引:0
以黄骅坳陷官142断块中生界油藏为例,探讨巨厚砂岩储层流动单元的研究方法。巨厚砂岩储层流动单元研究包括两个层次,一为确定渗流屏障和连通体的分布,二为连通体内部储层渗流差异分析。研究表明,官142断块渗流屏障主要有泥质屏障、钙质砂岩胶结屏障和钙质砂砾岩胶结屏障3种类型。通过对连通体内部砂体渗流差异性分析,将连通体划分为3类流动单元。其中A类流动单元以粗孔、粗喉类型为主,渗流性能好,吸水强度大;B类流动单元储层为中孔、中喉型,渗流性能中等,吸水强度次之;C类流动单元储层多为粉细砂岩、砂砾岩或钙质胶结稍差的储层,吸水强度较差。通过流动单元的划分与研究,对预测该区的剩余油分布规律和优化调整方案提供依据。 相似文献