Distribution of eddy scales for wave current combined flow     

《Applied Ocean Research》2017

This paper illustrates the modulation of the eddy scale distribution due to superimposition of surface wave on only current flow. Time series data of three-dimensional velocity components were measured in a laboratory flume by a three-dimensional (3D) 16-MHz micro-acoustic Doppler velocimeter (Micro-ADV). The velocity time series of only current case and waves following the current were analysed to obtain the phase-averaged mean velocities, turbulent intensities, and Reynolds stress. The probability density function of phase-averaged stream-wise and vertical velocity fluctuations showed bimodal oscillations towards the free surface for higher frequency surface waves. It was revealed that surface waves along the current effectively decrease the intermittency of turbulence of the only current flow. Surface wave changed the intermittent structure of only current flow by modulation of the energy cascade mechanism of the only current flow by introduction of wave induced length scales. Also the scale of the finer dissipative eddies were prominently enhanced by the increase in surface wave frequency. Wavelet analysis of time series of velocity signals provided information on the eddy scale and their frequency of occurrence. It was found that the large eddies are carried by the crest regions of the progressive wave while the small scale eddies are carried by the trough regions.  相似文献   

海洋产业结构变动对海洋经济效率影响研究          下载免费PDF全文

章成  平瑛 《海洋开发与管理》2017,34(11):91-96

产业结构变动对经济增长影响已经得到了现代经济增长理论的肯定,但是产业结构变动对经济增长效率的影响一直是学术界没有解决的问题。目前中国已经进入了中等收入国家,粗放式增长逐渐结束,集约式增长越来越受到重视。文章基于海洋产业,研究了海洋产业结构变动对经济增长效率的影响,将海洋产业结构变动具体量化,分为海洋产业结构高级化和合理化;其次运用海洋产业全要素生产率来衡量海洋经济增长效率,通过从海洋生产函数中剔除初级要素带来的海洋经济增长效率得出海洋产业全要素生产率;同时计算出海洋产业劳动和资本的生产效率;最后收集了1996—2015年全国沿海11个省、市、自治区的数据,运用混合面板数据模型来研究海洋产业结构高级化和合理化对海洋经济增长效率的影响。研究发现海洋产业结构合理化和高级化对海洋经济增长具有正面影响,对于未来发展海洋经济提出了提高海洋产业技术来提高海洋产业结构优化,从而使得海洋经济发展走上集约式增长之路。  相似文献   

琼州海峡海口站近岸风暴增水概率风险分析     

陈玲舫  韩树宗  车志伟  罗耀  谢强 《海洋工程》2017,35(2):115-122

基于海口站1976~1997年逐时潮位和逐日最大风速资料,利用阿基米德Copula函数构建海口年最大增水与相应日期最大风速的联合概率分布模型。结果表明:1)广义极值分布可作为海口站年最大增水和相应日期最大风速的边缘分布。两个序列之间存在强正相关关系,G-H Copula函数更适用于作为海口站年最大增水和相应日期的最大风速联合概率分布的连接函数。2)两变量联合作用的同频率增水高度设计值与增水的单变量边缘分布设计值之间的相对差值约为7.5%。3)条件概率1(P(Y≥y|X≥x))中同频率的年最大增水和相应风速的遭遇概率介于78.2%~80.9%,条件概率2(P(Y≥y|X≤x))中同频率的年最大增水和相应风速两者的遭遇概率小于4.8%。  相似文献   

A Study of the Stability Properties in Simulation of Wave Propagation with SPH Method     

CHANG Jiang  LIU Shu-xue  LI Jin-xuan 《海洋工程》2017,31(2):173-181

When ordinary Smoothed Particle Hydrodynamics (SPH) method is used to simulate wave propagation in a wave tank, it is usually observed that the wave height decays and the wave length elongates along the direction of wave propagation. Accompanied with this phenomenon, the pressure under water decays either and shows a big oscillation simultaneously. The reason is the natural potential tensile instability of modeling water motion with ordinary SPH which is caused by particle negative stress in the computation. To deal with the problems, a new sextic kernel function is proposed to reduce this instability. An appropriate smooth length is given and its computation criterion is also suggested. At the same time, a new kind dynamic boundary condition is introduced. Based on these improvements, the new SPH method named stability improved SPH (SISPH) can simulate the wave propagation well. Both the water surface and pressure can be well expressed and the oscillation of pressure is nearly eliminated. Compared with other improved methods, SISPH can truly reveal the physical reality without bringing some new problems in a simple way.  相似文献   

Prediction of one-dimensional compression behavior of Nansha clay using fractional derivatives     

Hong-Hu Zhu  Guo-Xiong Mei  Bin Shi  Lei Gao 《Marine Georesources & Geotechnology》2017,35(5):688-697

Nansha clay is an interactive marine and terrestrial deposited soft clay that is widely spread in Guangzhou, Pearl River Delta, China. To avoid excessive settlement after construction, there is a need for better quantifying the time-dependent deformation of the soft clay. This paper presents a preliminary study to predict the one-dimensional compression of Nansha clay using fractional derivatives. A fractional Merchant model was introduced to describe the time-dependent settlement, and analytical solutions were obtained in terms of the Mittag-Leffler function. The oedometer test results were presented to validate this model. Compared with classical rheological models, the fractional derivative-based model enabled close estimation of the one-dimensional compression with fewer parameters. The meaning of the order of fractional derivative and its relationship with the clay physical properties were explored. It shows that a smaller value of this order corresponded to a higher coefficient of consolidation and a lower coefficient of secondary consolidation. The amplitude of both the primary and secondary consolidation of clay may be estimated quantitatively by the order of fractional derivative. Taken together, these results may open up new avenues for theoretical and empirical modeling of rheological phenomena in clay using fractional derivatives.  相似文献   

基于主体功能区视角下新疆民生质量的区域差异及影响因素     

呼梦霞  杜宏茹  张小雷  杨晶  张璐 《干旱区地理》2017,40(3):655-663

主体功能区定位决定区域的发展方向和重点,各类型区逐步实现公共服务均等化,民生质量发展表现出一定的区域差异。本文基于新疆主体功能区规划和民生发展实际状况构建民生质量评价指标体系,运用熵值法计算2005 年和2014 年各主体功能类型区的民生质量,并结合差异贡献率动态分析各类型区民生差异的影响因素。结果表明：（1）各类型区民生质量存在显著差异,重点开发区最优,重点生态功能区最低;尤其是收入与消费、文化与教育和生态与环境方面水平差距日益拉大。（2）各类型区民生质量发展侧重点各有不同,在文化与教育方面呈现水平共同下滑趋势。（3）各因素对于影响类型区民生质量差异的作用效果不同,收入、消费、交通设施、信息化、医疗卫生和生态平衡水平等成为拉大民生差距的主要因素。（4）收入消费水平和交通设施水平对拉大类型区民生质量差距的强度最为突出,生态平衡水平和信息化水平对拉大差距的程度逐渐加强,社会保障水平和教育水平对缩小差距的作用最强。基于上述分析,对缩小新疆主体功能区民生发展差距,保障基本公共服务均等化提出相应对策建议。  相似文献   

Ecological-Living-Productive Land Classification System in China     

ZHANG Hongqi  XU Erqi  ZHU Huiyi 《资源与生态学报(英文版)》2017,8(2):121-128

Rapid economic development, industrialization, and urbanization aggravates the tense relationship between human beings and the land. With multiple demands for food security, ecological protection and economic development, frequent conflicts and competition occur between multiple different functional land types. The current land use classification system focuses on the productive and living functions of land, but gives little consideration to ecological functions. This study builds a national Ecological-Living-Productive Land Classification System based on land functions emphasizing the concept and position of ecological land. So-called ecological land uses are types of land use regulating, maintaining and protecting ecological security. The new land classification is more flexible for overall planning purposes and for making arrangements for ecological, living and productive land spaces. The Ecological-Living-Productive Land Classification System includes three levels. The first level has four major types: ecological land, ecological-productive land, productive-ecological land, and living-productive land. The second level subdivides the major types into 15 functional land categories, including major ecological regulation land, common ecological regulation land, and ecological conservation land for ecological lands; pasture land, timber land and aquaculture land for ecological-productive lands; arable land and orchard for productive-ecological lands; and urban built-up area, rural living land, and industrial land for living-productive lands. The third level is based on land cover types. Based on multiple data sources, and using a strategy of zoning and re-classification, we extracted the spatial distribution of ecological-living-productive lands on a national scale. The areas of ecological land, ecological-productive land, productive land, and living-productive land area are 6,037,000 km², 1,353,800 km², 2,001,900 km² and 207,300 km², respectively; accounting for 62.89%, 14.10%, 20.85% and 2.16% of total area, respectively. For the second-level classification, the area of ecological conservation land is the largest, accounting for 20.17% of the total area. Ecological land is located mainly in central and western China. Ecological-productive land is distributed in various areas throughout the country, and productive-ecological land and living-productive land are concentrated in eastern China.  相似文献   

基于格林函数理论的波场预测和鬼波压制方法          下载免费PDF全文

李洪建  韩立国  巩向博  刘强  周岩 《地球物理学报》2016,59(3):1113-1124

作为一种特殊的噪声,鬼波对一次波的波形及频带宽度产生极大的影响,鬼波压制是提高海上地震资料分辨率及保真度的重要因素.以格林公式为基础,详细论述了基于格林函数理论的鬼波压制方法,在不需要地下介质信息的条件下,进行地震数据驱动鬼波压制,并根据"Double Dirichlet"(双狄利克雷)边界条件,预测压力波场和垂直速度波场.建立了基于格林函数理论鬼波压制的处理流程,数值模拟和实际资料处理结果表明,基于格林函数理论鬼波压制方法在很好地去除鬼波的同时极大地拓宽了地震资料的频带,尤其提升了低频端能量,有利于后续资料的处理解释.  相似文献   

2.5D direct‐current resistivity forward modelling and inversion by finite‐element–infinite‐element coupled method          下载免费PDF全文

Yuan Yuan  Jianke Qiang  Jingtian Tang  Zhengyong Ren  Xiao Xiao 《Geophysical Prospecting》2016,64(3):767-779

To reduce the numerical errors arising from the improper enforcement of the artificial boundary conditions on the distant surface that encloses the underground part of the subsurface, we present a finite‐element–infinite‐element coupled method to significantly reduce the computation time and memory cost in the 2.5D direct‐current resistivity inversion. We first present the boundary value problem of the secondary potential. Then, a new type of infinite element is analysed and applied to replace the conventionally used mixed boundary condition on the distant boundary. In the internal domain, a standard finite‐element method is used to derive the final system of linear equations. With a novel shape function for infinite elements at the subsurface boundary, the final system matrix is sparse, symmetric, and independent of source electrodes. Through lower upper decomposition, the multi‐pole potentials can be swiftly obtained by simple back‐substitutions. We embed the newly developed forward solution to the inversion procedure. To compute the sensitivity matrix, we adopt the efficient adjoint equation approach to further reduce the computation cost. Finally, several synthetic examples are tested to show the efficiency of inversion.  相似文献   

Shake table testing of un‐reinforced brick masonry building test model isolated by U‐FREI          下载免费PDF全文

Animesh Das  Sajal Kanti Deb  Anjan Dutta 《地震工程与结构动力学》2016,45(2):253-272

This paper presents a detailed study on feasibility of un‐bonded fiber reinforced elastomeric isolator (U‐FREI) as an alternative to steel reinforced elastomeric isolator (SREI) for seismic isolation of un‐reinforced masonry buildings. Un‐reinforced masonry buildings are inherently vulnerable under seismic excitation, and U‐FREIs are used for seismic isolation of such buildings in the present study. Shake table testing of a base isolated two storey un‐reinforced masonry building model subjected to four prescribed input excitations is carried out to ascertain its effectiveness in controlling seismic response. To compare the performance of U‐FREI, same building is placed directly on the shake table without isolator, and fixed base (FB) condition is simulated by restraining the base of the building with the shake table. Dynamic response characteristic of base isolated (BI) masonry building subjected to different intensities of input earthquakes is compared with the response of the same building without base isolation system. Acceleration response amplification and peak response values of test model with and without base isolation system are compared for different intensities of table acceleration. Distribution of shear forces and moment along the height of the structure and response time histories indicates significant reduction of dynamic responses of the structure with U‐FREI system. This study clearly demonstrates the improved seismic performance of un‐reinforced masonry building model supported on U‐FREIs under the action of considered ground motions. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献