全文获取类型
收费全文 | 3255篇 |
免费 | 992篇 |
国内免费 | 598篇 |
专业分类
测绘学 | 123篇 |
大气科学 | 375篇 |
地球物理 | 1959篇 |
地质学 | 1158篇 |
海洋学 | 613篇 |
天文学 | 72篇 |
综合类 | 260篇 |
自然地理 | 285篇 |
出版年
2024年 | 5篇 |
2023年 | 29篇 |
2022年 | 90篇 |
2021年 | 117篇 |
2020年 | 111篇 |
2019年 | 185篇 |
2018年 | 151篇 |
2017年 | 143篇 |
2016年 | 154篇 |
2015年 | 175篇 |
2014年 | 201篇 |
2013年 | 188篇 |
2012年 | 196篇 |
2011年 | 196篇 |
2010年 | 179篇 |
2009年 | 250篇 |
2008年 | 215篇 |
2007年 | 272篇 |
2006年 | 253篇 |
2005年 | 199篇 |
2004年 | 212篇 |
2003年 | 182篇 |
2002年 | 161篇 |
2001年 | 106篇 |
2000年 | 115篇 |
1999年 | 105篇 |
1998年 | 88篇 |
1997年 | 95篇 |
1996年 | 82篇 |
1995年 | 55篇 |
1994年 | 60篇 |
1993年 | 65篇 |
1992年 | 42篇 |
1991年 | 38篇 |
1990年 | 31篇 |
1989年 | 19篇 |
1988年 | 15篇 |
1987年 | 16篇 |
1986年 | 11篇 |
1985年 | 5篇 |
1983年 | 4篇 |
1982年 | 4篇 |
1981年 | 2篇 |
1980年 | 4篇 |
1979年 | 4篇 |
1978年 | 7篇 |
1977年 | 4篇 |
1954年 | 4篇 |
排序方式: 共有4845条查询结果,搜索用时 343 毫秒
241.
在场地波速测量中,由于噪声等因素的影响很难准确识别P、S波的初至时刻,致使波速结果存在很大的误差。本文给出了一种基于小波变换的波速测量的新方法。该方法利用波动信号的小波变换与弹性波群速度的关系准确识别弹性波初至时刻。弹性波小波变换的峰值时刻代表着以群速度传播的弹性波的初至时刻,使P波、S波的初至时刻的确定具有明确的物理意义,波速的结果准确、可靠、稳定。此外,波动信号的小波多尺度分析还可以确定地层中传播的弹性波的频散特性。最后,该方法在场地波速测量的实测信号的应用表明该方法可准确确定P、S波速。 相似文献
242.
折射层析成像法测试隧道围岩松动圈 总被引:1,自引:0,他引:1
通过应用折射层析成像法在乌鞘岭特长隧道中的测试,说明该方法对于横向速度变化不均一,过渡带速度渐变的地质情况具有分辨率高、图像直观、易于解释,适合对隧道围岩松动圈的测试. 相似文献
243.
探地雷达共中心点(CMP)法仅用于局部速度测试,为使用宽角反射法进行剖面探测,可固定一个雷达天线而将另一个天线沿测线移动,从而获取整个地质界面的反射信号.本文提出宽角反射剖面探测方法,基于平直岩层界面导出其反射信号的关系式,并开发出解释软件,可精确计算岩层几何参数和层速度,从而进行地质分层. 相似文献
244.
245.
横向沙丘背风侧沙粒风蚀起动的风洞模拟 总被引:2,自引:1,他引:1
通过风洞实验,探讨了横向沙丘背风侧“二次流”的沉积学和形态-动力学意义。在不同迎风坡坡度的横向沙丘模型背风侧,我们观测了不同位置沙粒的起动风速以及在临界状态下沙粒的运动特征。结果表明,沙丘背风侧的颗粒起动风速不仅与其距沙丘顶部的距离有关,也与沙丘迎风坡坡度有密切关系。根据沙丘背风侧颗粒运动特征,可以将其划分为向后运动区域、晃动或摆动区域以及向前运动区域,产生这一现象的原因是在沙丘背风坡气流分离、反向涡和气流重新辐合共同作用的结果。在所有的观测结果中,迎风坡坡度为15°的沙丘具有最大的沙粒起动风速和最远的气流重新辐合距离,其原因尚需进一步研究。 相似文献
246.
Clay‐settling areas (CSAs) are one of the most conspicuous and development‐limiting landforms remaining after phosphate mining. Many questions are asked by the mining and regulatory communities with regard to the correct modelling (predictive) methods and assumptions that should be used to yield viable hydrologic post‐reclamation landforms within CSAs. Questions as to the correct methodology to use in modelling/predicting long‐term CSA hydrologic performance have historically been difficult to answer because the data and analysis to support popular hypotheses did not exist. The goal of this paper was to substantially improve the data, analysis and predictive methodology necessary to return CSAs to viable hydrologic units, and moreover, to develop better understanding of the hydrology of CSAs and their ability to support wetlands. The study site is located at the Fort Meade Mine in Polk County, Florida. In this paper, continuous model simulation and calibration of study site were conducted for the hydrologic model, Hydrological Simulation Program – FORTRAN, which was generally selected on the basis of its popularity in predicting the hydrologic behaviour of CSAs. The objective of this study was to simulate streamflow discharges and stage to estimate runoff response from these areas on the basis of the observed rainfall within the CSA. A set of global hydrologic parameters was selected and tested during the calibration by the parameter estimation software PEST. A comparison of the simulated and observed flow data indicates that the model calibration adequately reproduces the hydrologic response of the CSAs. The estimated parameters can be used as references for future application of the model. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
247.
R. García Díaz 《水文研究》2005,19(16):3221-3233
The limitations of Manning's formula are analysed when it is in extreme conditions, and more specifically with small‐depth flows on natural‐vegetation beds. A thorough analysis is made of research carried out on macro‐rough beds, placing particular emphasis on vegetated beds. Research carried out to date on the roughness of vegetated beds and macro‐roughness is commented on, including that carried out at the Laboratory of Hydraulics and Hydrology of the Forestry Engineering Faculty (Polytechnic University of Madrid). The work was done in two phases, the first in a laboratory channel with artificial vegetation and the second in natural beds. The results of the experimental research allow the development of a new approximate method of determining Manning coefficient according to the Froude number. This method may be applied in extreme conditions, both in small depths and steep slopes. It was proved that the Manning coefficient depends not only on roughness height, but also on depth and slope values; thus, it is advisable to choose the appropriate method for its calculation. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
248.
Combined open channel flow is encountered in many hydraulic engineering structures and processes, such as irrigation ditches and wastewater treatment facilities. Extensive experimental studies have conducted to investigate combined flow characteristics. Nevertheless, there is no simple relationship that can fully describe the velocity profiles in a turbulent flow. The artificial neural network (ANN) has great computational capability for solving various complex problems, such as function approximation. The main objective of this study is to evaluate the applicability of the ANN for simulating velocity profiles, velocity contours and estimating the discharges accordingly. The velocity profiles measured by an acoustic doppler velocimeter in the open channel of the Chihtan purification plant, Taipei, with different discharges at fixed measuring section and different depths are presented. The total number of data sets is 640 and the data sets are split into two subsets, i.e. training and validation sets. The backpropagation algorithm is used to construct the neural network. The results demonstrate that the velocity profiles can be modelled by the ANN, and the ANN constructed can nicely fit the velocity profiles and can precisely predict the discharges for the conditions investigated. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
249.
Abstract The vertical profiles of streamwise velocities are computed on flood plains vegetated with trees. The calculations were made based on a newly developed one-dimensional model, taking into account the relevant forces acting on the volumetric element surrounding the considered vegetation elements. A modified mixing length concept was used in the model. An important by-product of the model is the method for evaluating the friction velocities, and consequently bed shear stresses, in a vegetated channel. The model results were compared with the relevant experimental results obtained in a laboratory flume in which flood plains were covered by simulated vegetation. 相似文献
250.
Cornelis J. van der Veen 《Mathematical Geology》1989,21(3):363-377
The stress and strain-rate fields in a glacier or other type of rock with known rheological properties can be calculated by using a numerical solution technique. Calculations are based on force-balance equations and the constitutive relation for polar ice, and do not involve any mathematical approximations. The geometry is prescribed. Basal velocities also are prescribed, either by specifying their values or by relying on a sliding relation. All other quantities are determined numerically. 相似文献