全文获取类型
收费全文 | 8624篇 |
免费 | 2120篇 |
国内免费 | 3340篇 |
专业分类
测绘学 | 960篇 |
大气科学 | 1358篇 |
地球物理 | 2112篇 |
地质学 | 6331篇 |
海洋学 | 1324篇 |
天文学 | 202篇 |
综合类 | 901篇 |
自然地理 | 896篇 |
出版年
2024年 | 27篇 |
2023年 | 151篇 |
2022年 | 428篇 |
2021年 | 461篇 |
2020年 | 407篇 |
2019年 | 454篇 |
2018年 | 431篇 |
2017年 | 439篇 |
2016年 | 441篇 |
2015年 | 445篇 |
2014年 | 499篇 |
2013年 | 545篇 |
2012年 | 548篇 |
2011年 | 703篇 |
2010年 | 642篇 |
2009年 | 630篇 |
2008年 | 466篇 |
2007年 | 562篇 |
2006年 | 631篇 |
2005年 | 579篇 |
2004年 | 793篇 |
2003年 | 532篇 |
2002年 | 483篇 |
2001年 | 383篇 |
2000年 | 277篇 |
1999年 | 254篇 |
1998年 | 253篇 |
1997年 | 258篇 |
1996年 | 171篇 |
1995年 | 158篇 |
1994年 | 121篇 |
1993年 | 206篇 |
1992年 | 226篇 |
1991年 | 130篇 |
1990年 | 50篇 |
1989年 | 75篇 |
1988年 | 33篇 |
1987年 | 57篇 |
1986年 | 34篇 |
1985年 | 13篇 |
1984年 | 7篇 |
1983年 | 9篇 |
1982年 | 9篇 |
1979年 | 3篇 |
1978年 | 7篇 |
1977年 | 8篇 |
1976年 | 9篇 |
1954年 | 3篇 |
1937年 | 6篇 |
1934年 | 5篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
61.
A Computational Model for Velocity Separation in Shallow Sea 总被引:1,自引:0,他引:1
Based on the hydrodynamical feature and the theoretical velocity profiles of tidal flow and vvind-induced flow in shal-low sea, a computational model is established for the first time, which can separate observed velocity into tidal velocity and wind-induced velocity by use of the least square method. With the model, not only the surface velocities of tidal flow and vvind-induced flow are obtained, but also the bed roughness height is determined and the wind velocity above the wa-ter surface is estimated. For verification of the model, the observed velocity in the Yellow River Estuary and the laborato-ry test is separated, then it is applied to the Yangtze River Estuary. All the results are satisfactory. The research results show that the model is simple in method, feasible in process and reasonable in result. The model is a valid approach to analysis and computation of field dala, and can be applied to separate the observed velocity in shallow sea; at the same time, reasonable boundary conditions of th 相似文献
62.
You Yage
YuZhi Associated Professor Guangzhou Institute of Energy Conversion Chinese Academy of Sciences Guangzhou
. Professor Guangzhou Institute of Energy Conversion Chinese Academy of Sciences Guangzhou 《中国海洋工程》1995,(4)
In this paper, the extreme wave loads on an on-shore wave power device are investigated. First, boundary element method is applied to solve the three dimensional potential problem based on the small amplitude wave assumption. Then the motion of the Oscillating Water Column (OWC) inside the device and its laods on the device are calculated in time domain. Several protective techniques often applied are simulated by changing the constraint of the upper end of the chamber of the device. Numerical results are used to judge the effectiveness of these techniques. The investigation shows that damping can not effectively restrain the motion of OWC when the period of incident wave is long, which may cause dangerous loads on the structure. The shut chamber can effectively restrain the motion of OWC, but alternatively cause high pressure in the chamber. A Contracting opening with a Taper (CT) can exhaust a great amount of kinetic energy of OWC, and significantly decrease the loads. It is a promising protective tec 相似文献
63.
Chen Guoping Yu Kuang-ming Zhang Jiachang Assistant Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing
Prof. Senior Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing
Senior Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing 《中国海洋工程》1991,(4)
This paper discusses the effect of berm width and elevation of composite slope on irregular wave run-up. Based on the data obtained from model tests, the formula and distribution of irregular wave run-up on composite slope are derived. The changing of wind speed, width and elevation of the berm are considered comprehensively. The wave run-up with various exceedance probability can be es-timated utilizing the distribution curves of irregular wave run-up. 相似文献
64.
The modified hybrid element method (MHEM) is utilized to predict and analyze wave forces on arbitrarily shaped multiple bodies. This method can be applied to waves of all water depths, i. e. shallow, intermediate, and deep waters, on slowly varying seabed. The MHEM employs the ICCG method to save CPU and storage, thus the computation of wave forces for large multi-body systems can be carried out on microcomputers. Numerical results of the present method are compared with experimental data and other solutions. It is shown that the MHEM provides more accurate solutions of the wave forces than other numerical methods do. Therefore, the methodology presented herein can be used in the design of coastal and ocean structures. 相似文献
65.
栉孔扇贝升温育苗高产技术 总被引:1,自引:0,他引:1
在栉孔扇贝升温育苗中,主要改进了亲贝升温促熟培育、产卵与孵化、选幼、幼虫培育等主要技术措施,在105m~3水体中,培育出商品苗85,000,000多粒,取得了可喜的经济效益。 相似文献
66.
北黄海沉积物——水界面反硝化速率及影响因素研究 总被引:4,自引:0,他引:4
探讨近海氮的循环机制,采用乙炔抑制法和现场静态箱法对北黄海夏季局部海域的反硝化速率进行了研究,该海域反硝化速率在2.5~5.8μmol/m2.h之间,平均4.85μmol/m2.h。影响其反硝化速率的主要因素为溶解氧,其次是温度。北黄海的反硝化速率低于珠江口和长江口海域。 相似文献
67.
人工鱼礁工程的风险评估 总被引:1,自引:0,他引:1
对台风暴潮影响下的嵊泗海域人工鱼礁工程做了风险评估,考虑了台风暴潮中出现的大浪和风暴潮减水对鱼礁联合作用的危害。风险评估分为危险灾害识别、失效概率计算、失效后果评估、风险准则评定和风险管理决策几个主要的步骤。在失效概率的计算中采用基于应用设计点的重点抽样法随机模拟的技术,这一随机模拟技术可以广泛的应用与海洋工程结构的风险评估当中。 相似文献
68.
1993年分析了不同大小斑节对虾肌肉中游离氨基酸含量和肌肉蛋白质 的氨基酸组成。虾体肌肉中有各种游离氨基酸存在,但数量很少,而且比例与肌肉 中结合氨基酸不一致。不同大小斑节对虾,其肌肉中氨基酸组成基本一样,不同的 是小虾的半胱氨酸、蛋氨酸含量比中虾、成虾的低;成虾的缬氨酸、异亮氨酸含量比 小虾、中虾的低,而酪氨酸、苯丙氨酸、天门冬氨酸较高。随着虾体的长大,甘氨酸、 丙氨酸的含量逐渐下降,而脯氨酸的含量升高。雌雄虾的氨基酸组成基本一致,只 是雄虾的甘氨酸含量偏低,精氨酸含量偏高。 相似文献
69.
Li Dashan Shen Ying Ren Rushu Chen Yao
Senior Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing Associate Professor Hohai University Nanjing Master Hohai University Nanjing 《中国海洋工程》1997,(1)
In this paper,the characteristics of density current under the action of waves are describedwith the help of flume experiment and theoretical analysis.The study shows that turbid water under the ac-tion of the waves can present three types of motion,i.e.significant stratification,fragile stratification andstrong mixing.The motion of turbid water presents significant stratification when(H/D)/△ρ/ρ~(1/2)≤4.5,generally this state is known as density current.The formulas of motionvelocity,thickness,and discharge of density current moving on horizontal bottom are derived by use of ba-sic equations such as momemtum equation,equation of energy conservation and continuity equation offluid.The time-average velocity and the thickness of density current under the action of waves have a rela-tionship with such parameters as relative density(△ρ/ρ),wave height(H),and water depth(D).Whenthese parameters are determined,the time-average thickness and motion velocity of density current are al-so determined.The relat 相似文献
70.
Yu Xiaodong Yan Shuwang Sun Wanhe
Postgraduate Student Tianjin University Tianjin Professor Tianjin University Tianjin Senior Engineer Tianjin Port Engineering Institute Tianjin 《中国海洋工程》1997,(2)
At pesent,it is very popular to estimate pile bearing capacity by use of empirical formula andphysical indexes of soil provided in the design codes for civil construction in China.This paper attempts toapply mechanical indexes of soil and semi-empirical formulas,which are based on soil mechanical theoriesand were summarized and presented by Meyerhof in 1976,to calculate the axial pile bearing capacity.Lo-ading test results of 24 single piles in Tianjin area have been collected and compared with the proposed cal-ulation approach. 相似文献