A Study on the Distribution of Wave Phases     

John Z. YIM  Jaw-Guei LIN Associate Professor 《中国海洋工程》1999,(3)

Probability distributions of wave phases in association with distributions of surface elevations arestudied with wave records.Wave records of different nature are used for comparison.These are surface fluc-tuations acquired during wind wave flume experiments,representing wave generation under strong wind:andwave records measured in the northern part of Taiwan for waves in natural environments.Three probabilitymodels,the unifrom distribution,the beta distribution,and a model from Tayfun and Lo(1989)are adoptedto study the possible distributions of wave phases.It is found that when surface elevations become skewed,wave phases deviate from the usually assumed uniform distribution and a better model would be the beta dis-tribution.  相似文献   

Normalization of Hydrodynamic Coefficients in Morison Equation     

LI Yucheng Professor  the State Key Laboratory of Coastal  Offshore Engineering  Dalian University of Technology  Dalian  P. R. China. 《中国海洋工程》1999,(2)

-The hydrodynamic coefficients C_d and C_m are not only dependent on the size of slender cylin-der,its location in water,KC number and Re number,but also vary with environmental conditions,i.e.,in regular waves or in irregular waves,in pure waves or in wave-current coexisting field.In this paper,thenormalization of hydrodynamic coefficients for various environmental conditions is discussed.When aproper definition of KC number and proper characteristic values of irregular waves are used,a unified re-lationship between C_d,C_m and KC number for regular waves,irregular waves,pure waves and wave-cur-rent coexisting field can be obtained.  相似文献   

The Optimal Design of TMD for Offshore Structures   总被引：15，自引：0，他引：15  

Sau Lon James HU  Tomotsuka TAKAYAMA 《中国海洋工程》1999,(2)

This paper presents the optimal design procedure of Tuned Mass Damper(TMD)for re-ducing vibration of an actual steel jacket offshore platform excited by random wave loading.In this study,a frequency domain is taken.The force on the structure is determined by use of the linearized Morisonequation for an input Power Spectral Density(PSD)of wave elevation.The sensitivity of optimum valuesof TMD to characteristic parameters of random wave spectrum is analyzed.An optimized TMD designfor the modeled platform is given based on design conditions and the findings of the study.  相似文献   

Introduction to Special Section on Tides     

A. D. Rao Professor  T. S. Murty Professor 《Marine Geodesy》2013,36(2-3)

  相似文献   

Vulnerability before adaptation: Toward transformative climate action     

Jesse Ribot Associate Professor 《Global Environmental Change》2011,21(4):1160-1162

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A Nonlinear Model of Surf Beat     

Nicholas Dodd 《中国海洋工程》1995,(2)

A nonlinear short-wave-averaged (surf beat) model is presented. The model is based on that of Roelvink (1993), but the numerical techniques used in the solution are based on the so-called weighted-averaged flux (WAF) method (eg Watson et al., 1992), with time-operator splitting used for the treatment of some of the source terms. This method allows a small number of computational points to be used, and is particularly efficient in modelling breaking long waves. The short-wave (or primary-wave) energy equation is solved using a more traditional Lax-Wendroff technique. Results of validation indicate that the model performs satisfactorily in most respects.  相似文献   

Mathematical Models for Combined Refraction-Diffraction of Waves on Non-Uniform Current and Depth   总被引：12，自引：2，他引：12  

Hong Guangwen Professor  Research Institute of Coastal  Ocean Engineering  Hohai University  Xikang Road  Nanjing 《中国海洋工程》1996,(4)

Two mathematical models for combined refraction-diffraction of regular and irregular waves on non-uniform current in water of slowly varying topography are presented in this paper. Model I is derived by wave theory and variational principle separately. It has two kinds of expressions including the dissipation term. Model n is based on the energy conservation equation with energy flux through the wave crest lines in orthogonal curvilinear coordinates and the wave kinematic conservation equation. The analysis and comparison and special cases of these two models are also given.  相似文献   

Stochastic Response Analysis of Piled Offshore Platform Excited by Stationary Filtered White Noise     

Luo Chuanxin Wu Zhiping Professor 《中国海洋工程》1997,(1)

In this paper,the analysis method of stochastic response of piled offshore platform excited bystationary filtered white noise is presented.With this method,the strong ground motion is considered asthree direction stationary filtered white noise process,the theoretic solutions of three special integrationequations are derived with the residue theorem,and the expression of response nodal displacements andmember forces of offshore platform excited by the stationary filtered white noise is put forward.Thestochastic response of a piled offshore platform excited by the stationary filtered white noise,which is lo-cated 114.3m in water depth,is computed.The results are compared with those obtained with the re-sponse spectrum analysis method and the stationary white noise model analysis method,and the corre-sponding conclusion is drawn.  相似文献   

Nonlinear Effect of Wave Propagation in Shallow Water   总被引：5，自引：2，他引：5  

LI Ruijie  WANG Houjie Associate Professor  Ocean University of Qingdao  Qingdao  P. R. China. Graduate Student  Ocean University of Qingdao  Qingdao  P. R. China. 《中国海洋工程》1999,(1)

—In this paper,a nonlinear model is presented to describe wave transformation in shallow wat-er with the zero-vorticity equation of wave-number vector and energy conservation equation.Thenonlinear effect due to an empirical dispersion relation(by Hedges)is compared with that of Dalrymple＇sdispersion relation.The model is tested against the laboratory measurements for the case of a submergedelliptical shoal on a slope beach,where both refraction and diffraction are significant.The computation re-sults,compared with those obtained through linear dispersion relation.show that the nonlinear effect ofwave transformation in shallow water is important.And the empirical dispersion relation is suitable for re-searching the nonlinearity of wave in shallow water.  相似文献   

A Modified Form of Mild-Slope Equation with Weakly Nonlinear Effect   总被引：6，自引：0，他引：6  

LI Ruijie  WANG Houjie Dr.  Associate Professor  Engineering College of Ocean University of Qingdao  Qingdao  P. R. China Ph. D. Candidate  Engineering College of Ocean University of Qingdao  Qingdao  P. R. China 《中国海洋工程》1999,(3)

Nonlinear effect is of importance to waves propagating from deep water to shallow water.Thenon-linearity of waves is widely discussed due to its high precision in application.But there are still someproblems in dealing with the nonlinear waves in practice.In this paper,a modified form of mild-slope equa-tion with weakly nonlinear effect is derived by use of the nonlinear dispersion relation and the steady mild-slope equation containing energy dissipation.The modified form of mild-slope equation is convenient to solvenonlinear effect of waves.The model is tested against the laboratory measurement for the case of a submergedelliptical shoal on a slope beach given by Berkhoff et al,The present numerical results are also comparedwith those obtained through linear wave theory.Better agreement is obtained as the modified mild-slope e-quation is employed.And the modified mild-slope equation can reasonably simulate the weakly nonlinear ef-fect of wave propagation from deep water to coast.  相似文献