Coupled BEM-FEM Analysis of the Large-Diameter Cylinder Structure System   总被引：2，自引：0，他引：2  

Zhou Xireng  Duan Xudong  Sang Xuezhu Zhang Rui  Dai Jialu Professor  Tianjin University  Tianjin Engineer  Xiamen Port Office  Fujian Lecturer  Tianjin University  Tianjin Senior Engineer  Tianjin Port Office  Tianjin 《中国海洋工程》1992,(2)

A method of coupled BEM-FEM analysis for the elastic spatial structure system is presented. It can be applied to the calculation of the stress and deformation of the large-diamater cylinder structure system and it is suitable for symmetric or non-symmetric structures under the distributed or concentrated load. Numerical examples show that the proposed method and computer program BEFEM are quite efficient in the analysis of the large-diameter cylinder structure problems in ocean engineering.  相似文献   

A New Method of Surveying Underwater Parts of Self Elevating Drilling Platform     

Cong Zheyan Ji Liangying Senior Engineer  Bohai Engineering & Design Company  Shanghai Senior Engineer  Shanghai Shipyard  Shanghai 《中国海洋工程》1991,(1)

It is a new method of surveying leg spuds of self-elevating drilling platforms to lift them out of water with the help of additional middle guide blocks. Its main advantages in comparison with other methods normally used up to now are: less expensive, time saving, no need for specially designated water area, direct visual observation, good reliability and safety. The working principle has been presented with the example of two platforms "Bohai No. 8" and "Bohai No. 10", to which the method was used. Also a comprehensive comparison with other methods in technological and economical aspects is given in the paper.  相似文献   

A Numerical Model for Mixing Areas of Pollutant Discharging into Tidal Flows     

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   

A Study on Impervious and Heat-Insulating Performance of Geomembrane Composites Within Breakwater     

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   

Experimental Study on Rectangular Floating Breakwaters     

Yao Guoquan Ma Zhixiong Ding Bingcan Prof. Senior Engineer  River  Harbour Department  Nanjing Hydraulic Research Institute  Nanjing Senior Engineer  River  Harbour Department  Nanjing Hydraulic Research Institute  Nanjing Engineer  River  Harbour Department  Nanjing Hydraulic Research Institute  Nanjing 《中国海洋工程》1993,(3)

This paper proposes ten types of improved floating breakwaters for experiment with regular waves, based on the experience in the development and manufacture of existing floating breakwaters both at home and abroad, and on the results of experimental studies on the hydraulic characteristics of several types of floating breakwaters. The wave heights before and behind the breakwaters are measured, the movements of floating breakwaters are observed and the chain forces of the floating breakwaters are measured. The paper studies and compares the hydraulic characteristics of the improved rectangular floating breakwaters of which the internal and external structures and their installation methods are changed. Finally the optimal type of structure is selected through experiments.  相似文献   

Investigation on Settling Characteristics of Floes in the Changjiang Estuary, China     

Li Yan  Wang Yaqin LinYian Associate Professor  Second Institute of Oceanography  State Oceanic Administration  Hangzhou  Senior Engineer  Second Institute of Oceanography  State Oceanic Administration  Hangzhou 《中国海洋工程》1995,(3)

- Settling characteristics of floes, including relative settling velocity, relative flocculation coefficient and flocculation exponent, are obtained by the suspended load equations for different size fractions. Data of the Changjiang Estuary suggest that level of flocculation changes from river section, river mouth (turbidity maximum) to offshore area in sequence of low, very high and high. The settling characteristics of floes reflected by in situ estimation performs a similar feature as that obtained from still water experiment.  相似文献   

New Types of Wharf Structures in Chiwan Port     

Liang Fengwu Senior Engineer  Shenzhen Nanshan Engineering Build Co.  Shenzhen 《中国海洋工程》1994,(4)

- A bold innovation was carried out for the structural type of wharves in line with local conditions in Chiwan Port, in which a group of wharves with novel structures have been built in this port during the past ten years.  相似文献   

一种基于真实身份的BBS系统实名保障技术   总被引：1，自引：0，他引：1  

张扬  陈萍  吕洁  陈茂科  杨道全 《中国海洋大学学报(自然科学版)》2008,(Z1)

用户身份的真实性一直是BBS系统管理的重要方面之一。采用SAML协议,将跨域单点登录中的认证技术引入到BBS系统中,从而实现了用户采用真实身份登录BBS系统,保证了BBS用户的实名。并以多个高校的BBS系统作为样例,建立起基于真实身份的示范BBS系统。  相似文献   

INFLUENCE OF THE UPSTREAM RESERVOIRS ON THE ADJUSTMENT OF DOWNSTREAM ALLUVIAL CHANNEL     

QIAN Yiying  CHENG Xiuwen  FU Chongjin  SHANG Hongxia Senior engineer 《国际泥沙研究》1993,(3)

I. INTRODUCTIONThe Yellow River is a heavily sediment--laden river. The sediment load of the Yellow River ranks the first in the world while its annual runoff is only of medium size. Toharness the river, it is necessary to build reservoirs for regulating runoff to meet the demands of economic development. Since the founding of PRC in 1949, I S4 large and medium--sized reservoirs have been constructed on the main stem and the tributaries with atotal storage capacity of 84.5 billion m3.…  相似文献   

On dynamic and thermodynamic components of cloud changes   总被引：1，自引：1，他引：1  

S. Bony  J.-L. Dufresne  H. Le Treut  J.-J. Morcrette  C. Senior 《Climate Dynamics》2004,22(2-3):71-86

Clouds are sensitive to changes in both the large-scale circulation and the thermodynamic structure of the atmosphere. In the tropics, temperature changes that occur on seasonal to decadal time scales are often associated with circulation changes. Therefore, it is difficult to determine the part of cloud variations that results from a change in the dynamics from the part that may result from the temperature change itself. This study proposes a simple framework to unravel the dynamic and non-dynamic (referred to as thermodynamic) components of the cloud response to climate variations. It is used to analyze the contrasted response, to a prescribed ocean warming, of the tropically-averaged cloud radiative forcing (CRF) simulated by the ECMWF, LMD and UKMO climate models. In each model, the dynamic component largely dominates the CRF response at the regional scale, but this is the thermodynamic component that explains most of the average CRF response to the imposed perturbation. It is shown that this component strongly depends on the behaviour of the low-level clouds that occur in regions of moderate subsidence (e.g. in the trade wind regions). These clouds exhibit a moderate sensitivity to temperature changes, but this is mostly their huge statistical weight that explains their large influence on the tropical radiation budget. Several propositions are made for assessing the sensitivity of clouds to changes in temperature and in large-scale motions using satellite observations and meteorological analyses on the one hand, and mesoscale models on the other hand.  相似文献