Assessment of boundary-element method for modelling a free-floating sloped wave energy device. Part 1: Numerical modelling     

Grgory S. Payne  Jamie R.M. Taylor  Tom Bruce  Penny Parkin 《Ocean Engineering》2008,35(3-4):333-341

The boundary-element method has been widely used as a design tool in the offshore and ship building industry for more than 30 years. Its application to wave energy conversion is, however, more recent. This paper deals with the numerical modelling of a free-floating sloped wave energy device. The power take-off mechanism of the device consists of an immersed tube with a piston sliding inside. The modelling is done using the boundary-element method package WAMIT. The model is first worked out for the case where the axis of the tube is vertical. It is then derived for the tube inclined and successfully verified against numerical benchmark data. A companion paper presents results of a detailed comparison with a physical model study.  相似文献   

Assessing New England's waterborne energy imports (1995–2004)     

Bruce E. Marti   《Marine Policy》2008,32(4):740-748

This paper tests four hypotheses relating to the waterborne commerce of New England's imported energy, by port of entry, from 1995 through 2004. It concludes that the region's ports engaged in this fossil fuel traffic are part of a hierarchical system of large, medium, and small ports; that such energy flows have increased over the study period; that localized demand for energy is the principal component leading to growth; and that regional inter-port competition was not stable.  相似文献   

The Mekong: A Socio-legal Approach to River Basin Development     

Bruce Missingham 《The Australian geographer》2019,50(1):129-130

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Geospatial data mining for digital raster mapping     

Bruce K. Wylie  Neal J. Pastick  Joshua J. Picotte  Carol A. Deering 《地理信息系统科学与遥感》2019,56(3):406-429

We performed an in-depth literature survey to identify the most popular data mining approaches that have been applied for raster mapping of ecological parameters through the use of Geographic Information Systems (GIS) and remotely sensed data. Popular data mining approaches included decision trees or “data mining” trees which consist of regression and classification trees, random forests, neural networks, and support vector machines. The advantages of each data mining approach as well as approaches to avoid overfitting are subsequently discussed. We also provide suggestions and examples for the mapping of problematic variables or classes, future or historical projections, and avoidance of model bias. Finally, we address the separate issues of parallel processing, error mapping, and incorporation of “no data” values into modeling processes. Given the improved availability of digital spatial products and remote sensing products, data mining approaches combined with parallel processing potentials should greatly improve the quality and extent of ecological datasets.  相似文献   

The geomorphic setting of upper paleolithic sites in Wadi el Sheikh,Southern Sinai     

Bruce G. Gladfelter 《Geoarchaeology》1990,5(2):99-119

A protracted phase of aggradation without evidence for episodes of cutting and filling occurred in the drainage of Wadi el Sheikh between about 65,000 and 12,000 B.P. Marl sediments in the deposits at the oasis of Tarfat el Quidrein denote freshwater ponds or marshes that attracted Upper Paleolithic, Ahmarian hunter-gatherers. Wetter conditions favoring the formation of the marls are explained by local, geomorphic factors including the orographic influence of nearby mountains. A major phase of down-cutting initiated at the end of the Pleistocene and beginning of the Holocene is the only climatically forced gradational change seen in the geomorphic record.  相似文献   

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