全文获取类型
收费全文 | 145篇 |
免费 | 13篇 |
国内免费 | 28篇 |
专业分类
大气科学 | 3篇 |
地球物理 | 40篇 |
地质学 | 41篇 |
海洋学 | 82篇 |
天文学 | 1篇 |
综合类 | 6篇 |
自然地理 | 13篇 |
出版年
2015年 | 3篇 |
2011年 | 1篇 |
2010年 | 6篇 |
2009年 | 16篇 |
2008年 | 2篇 |
2007年 | 7篇 |
2006年 | 3篇 |
2005年 | 10篇 |
2004年 | 11篇 |
2003年 | 12篇 |
2002年 | 7篇 |
2001年 | 6篇 |
2000年 | 2篇 |
1999年 | 10篇 |
1998年 | 7篇 |
1997年 | 18篇 |
1996年 | 14篇 |
1995年 | 8篇 |
1994年 | 6篇 |
1993年 | 14篇 |
1992年 | 10篇 |
1991年 | 9篇 |
1990年 | 2篇 |
1989年 | 1篇 |
1967年 | 1篇 |
排序方式: 共有186条查询结果,搜索用时 46 毫秒
41.
Chongjiang DU Dr. Institute for Hydraulic Structures Agricultural Engineering University of Karlsruhe Kaiserstr. D- Karlsruhe Germany Franz NESTMANN Prof Dr. Institute for Hydraulic Structures Agricultural Engineering University of 《国际泥沙研究》1997,(3)
LINTRODUCTIONTerrainmodellingisatermtodescribetheprocessofrepresentingthesurfaceoftheEarth.Mathemahcally,theproblemcanbedescribedas;Givenasetofn(3sn相似文献
42.
CHEN Li Assoc.Prof.Wuhan University of Hydraulic Electric engneering China LIU Qingquan Assoc.Research Fellow. Institute of Mechanics of Chinese Academy of Sciences Beijing China ZHANG Shuofu Senior Eingeer. Department of Water Conservancy Pow 《国际泥沙研究》1997,(3)
LINTRODUCTIONTheturbulenceoftheflowvelocityisresultedfromthecombinationofinnerinstabilityoftheflowandouterdisturbance.Int1Vo-dimensionalsteadyuniformflowasac7eknow.nomattersedimentconcentrationis0ingeneralorveryhigh.TheverticaldistributionofturbulentintensityoflongitudinalvelocityQhasasimilartendenc}'fohasaminimumatthesurface,thenincreasesinpacewiththedecreasingofthedistancefromthebedy,atsomewherenearthebed.Itreachesamaalmtlm(forhyperconcentratedflowwithaflowcoreinwhichvelocitygradientdu… 相似文献
43.
Weng Keqin
Guest Associate Professor Hydraulic Hydro-Power Engineering Dept. Tsinghua University Beijing 《中国海洋工程》1996,(2)
This paper introduces the calculating procedure of the offshore design waves for the Dayaowan port area of Dalian Port. Some suggestions are proposed about the conventional calculating methods with measured waves data. 相似文献
44.
Two- and three-dimensional finite element analysis programs for pile-soil interaction are compiled. Duncan-Chang's Model is used. The construction sequence of the pier is modeled. The pile-soil interface element is used. The influence of the combination type of piles on the deformation of bank slope and pile behaviour is analyzed. Different designs of a pile-supported pier are compared thoroughly. Calculation results show that the stresses and displacements of the pile are directly related to the distance from the bank slope and the direction of inclination. An inclined prop pile set in the rear platform would remarkably reduce the stresses of piles and the displacement of the pier. 相似文献
45.
Zuo Qihua Yao Guoquan
Ding Bingcan Senior Engineer Nanjing Hydraulic Research Institute Nanjing Engineer Nanjing Hydraulic Research Institute Nanjing 《中国海洋工程》1993,(1)
- This paper considers the effects of wave energy dissipation induced by sea-bottom friction on the computational results of water wave refraction and diffraction with the parabolic equation method. The presented results show that the friction factor formula adopted in this paper is of higher numerical accuracy than that introduced by Dalrymphe (1984), and it can be used to compute wave propagation over large open areas. 相似文献
46.
Method to Determine Depositional Range of Sediment Transported from Multiple Sources in Water Area 总被引:1,自引:0,他引:1
Ying Qiang Jing Fei Ma Jin Rong
Engineer Nanjing Hydraulic Research Institute Nanjing Lecturer Nanjing College of Navigation Engineering Nanjing Assistant Engineer Nanjing Hydraulic Research Institute Nanjing 《中国海洋工程》1995,(3)
- The sediment from different sources have different content of the characteristic elements. According to the fuzzy mathematical theory, corresponding calculation and cluster analysis of each sediment sample are carried out, so the main courses of sediment transport in water area can be obtained. The characteristics of sediment from different sources are analysed. It is found that the sediment deposited of certain point in water area is due to the sources' contributions which can be calculated by the formula derived in this paper. Based on the distribution of the contribution values, the depositional range of sediment from each source can be determined. The depositional range in Huangmao Bay is determined as an example. 相似文献
47.
- Offshore platforms are always subjected to wave action which is random variable amplitude cyclic loading. In order to simulate the stressing condition at the 'hot spot' of the tubular joints and the marine environment, random variable amplitude fatigue tests have been carried out on welded plate joints in sea water. The tests have been conducted under the conditions of loading frequency of 0.2 Hz, stress ratio of -1, seawater temperature of about 20℃ and cathodic protection with the potential about -850 mV, SCE. The test results have been compared with the seawater corrosion fatigue life under constant amplitude loading. Miner's linear cumulative damage summation rule has been used to predict the corrosion fatigue life under variable amplitude loading. The predicted life is in good agreement with the test data. 相似文献
48.
Local scour around a bridge pier is an important pm‘mneter for the design of a bridge. Compared with the local scour in a mono-directional current, the local scour in a tidal current has its unique characteristics. In this paper, several aspects of local scour around bridge piers in tidal current, including the scour development process, the plane form of a scour hole and the maximum scour depth, are studied through movable bed flume experiments. 相似文献
49.
Gu Jie Kuang Cuiping
Engineer Nanjing Environmental Protection Research Institute Nanjing .
Senior Engineer Doctor Nanjing Hydraulic Research Institute Nanjing 《中国海洋工程》1996,(3)
- A combined numerical model for computing mixing areas of pollution vertical jet discharging into tidal flows has been developed. This numerical model is composed of a 2-D depth-averaged dynamic far-field numerical model and a 2-D vertical dynamic near-field numerical model. The former uses finite node method to compute velocity, and improved finite node method to compute pollutant concentration distribution; the latter is a k-e turbulence model, and uses SIMPLE (Semi-Implicit Method for Pressure Linked Equations) method to compute velocity. At the same time, the former provides boundary conditions for the latter. This model can simulate both far- field pollutant concentration distribution and near-field vertical recirculation quickly and precisely. This model has been verified by measured data of pollutant F of the Dachang reach of the Changjing River and test data presented by Chen el al. (1992). On the basis of verification, the authors use a designed hydrograph to compute this mixing area for a cer 相似文献
50.
Tao Tongkang Yu Long Yan Jun Dong Zhiyong
Prof. Senior Engineer Hydraulic Engineering Department Nanjing Hydraulic Research Institute Nanjing
Graduate Student Hydraulic Engineering Department Nanjing Hydraulic Research Institute Nanjing Engineer Hydraulic Engineering Department Nanjing Hydraulic Research Institute Nanjing Associate Professor Hydraulic Engineering Department Nanjing Hydraulic Research Institute Nanjing 《中国海洋工程》1997,(2)
This paper investigates the performance of geomembrane composites used as impervious andheat-insulating lining within a breakwater for a power station.The seepage field,distribution ofstress-strain contour and seepage discharge of hot water which has been treated as the inner thermalsource in the calculation of heat-insulation,have been given by three-dimensional calculation method coup-ling seepage with stress.The results indicate that the impervious and heat-insulation effect ofgeomembrane composites is significant. 相似文献