Statistical Distribution of Depth-Integrated Local Horizontal Momentum for Second-Order Random Ocean Waves in Finite Water Depth     

宋金宝 《中国海洋工程》2004,18(3):381-389

Based on the second-order random wave solutions of water wave equations in tinite water depth, statistical distributions of the depth-integrated local horizontal momentum components are derived by use of the characteristic function expansion method. The parameters involved in the distributions can be all detemained by the water depth and the wavenumber spectrum of ocean waves. As an illustrative example, a fully developed wind-generated sea is considered and the parameters are calculated for typical wind speeds and water depths by means of the Donelan and Pierson spectrum. The effects of nonlinearity and water depth on the distributions are also investigated.  相似文献   

南海海面温度的年际模态及其与季风强迫的关系   总被引：1，自引：0，他引：1  

朱秀华  王卫强  周伟东  王东晓  谢强 《热带海洋学报》2003,22(4):42-50

通过对COADS和OISST海洋气象资料的分析，以南海的海面温度异常(SSTA)为指示因子，在研究年际尺度上的南海与大尺度ENSO关系的基础上，进一步探讨了季风强迫下Ekman抽吸对SSTA年际变化的贡献。研究发现，南海SSTA滞后5个月时与：Nifio 3的SSTA相关系数最大，且其年际变化依方差贡献大小，分别有42．7月、25．6月及36．6个月的周期，这3个年际模态基本上能够描述海面温度的年际变异，为南海在大尺度ENSO背景下存在区域响应提供了重要的证据；应用Krause—Turner混合层温度方程对南海异常暖事件的研究表明，除了经向风应力异常，Ekman抽吸也是影响SSTA年际变异的主要因素，在某些异常年份甚至是主导因素，为南海SSTA年际变化的研究提供了重要的补充。  相似文献   

Numerical Analysis of Interaction Between Pile-Supported Pier and Bank Slope   总被引：2，自引：1，他引：2  

WANG  Nianxiang 《中国海洋工程》2001,(1):117-128

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   

Underwater Explosion Treatment of Marine Soft Foundation   总被引：11，自引：0，他引：11  

Zheng Zhemin  Yang Zhengsheng Jin Liu Professor  Academician of Chinese Academy of Sciences  Director of Mechanics Institute of Chinese Academy of Sciences  Beijing Professor  Mechanics Institute of Chinese Academy of Sciences  Beijing Senior Engineer  Lianyungang Harbor Construction Command Post  Lianyungang  Province of Jiangsu 《中国海洋工程》1991,(2)

The consolidation of soft foundation is a problem that commonly appears in harbor construction engineering on muddy coast. Introduced in this paper is the experimental study on underwater explosion treatment of soft foundation, including the regulations of explosion hollow development and medium movement, the law of similarity of densification and settlement of filled stone mass by shock wave pressure and explosion energy and their construction technologies, etc. A number of projects have been completed by applying this new technique, and the technique itself has been proved practicable.  相似文献   

Water Wave Refraction and Diffraction over Frictional Topography     

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   

Nonlinear Analysis of Nearshore Wave Height Variation Due to Shoaling     

Shen Xianrong Engineer  Zhejiang Provincial Design Institute of Communications  Hangzhou 《中国海洋工程》1995,(4)

Wave formulae derived from the dispersion relation for cnoidal waves are used to find an analytical solution to the problem of nearshore wave height variation on a simple topography, i. e., with an incrementally constant slope. The solution accounts for shoaling, frictional dissipation and will be sufficiently accurate for practical purposes considering the simplified assumptions which are necessary for the treatment of this problem by any method.  相似文献   

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   

Structural Design and Protective Methods for the 100 kW Shoreline Wave Power Station   总被引：2，自引：0，他引：2  

游亚戈  郑永红  马玉久  余志  蒋念东 《中国海洋工程》2003,17(3)

1 .IntroductionThe 1 0 0kWshorelinewavepowerstationofChinaisanOscillatingWaterColumn (OWC)wavepowerdeviceintegratedtoanelectricgrid .ItislocatedattheZhelangTown ( 2 2°39’Nand 1 1 5°34’E) ,ShanweiCityofGuangdongProvince .Theresearchanddevelopmentofthe 1 0 0kWOWCshore linewavepowerstationissupportedbyChina′sNationalKeyTechnologiesR&DPrograminthe 9thfive yearplan .TheconstructionofthestationstartedinJune 1 998andwascompletedinFebruary2 0 0 1 .Uptonow ,ithasbeenoperatingfor2years …  相似文献   

Experimental Study on Local Scour Around Bridge Piers in Tidal Current   总被引：7，自引：1，他引：7  

韩玉芳  陈志昌 《中国海洋工程》2004,18(4):669-676

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   

On the Spectral Moments of Wind Waves   总被引：2，自引：0，他引：2  

LI  Luping 《中国海洋工程》2002,16(1):135-140

In order to obtain high order spectral moments, the residual moment , as proposed by De-nis, is presented for approximate estimation of spectral moment Glazman's partial averaging idea isdiscussed. It is pointed out that Glazman's method and definition of non-dimensional spectral moment can not be used to es-timate spectral moments for engineering purposes and that method is not supported by theory and computation. The non-dimensional spectral moment of PM spectrum, which should be expressed as is related to wind speed. The0 - 8th moments of PM spectrum are estimated for wind speeds of 10, 20 and 30 m/s and some discussions are given.  相似文献