scholarly journals WAVE FORCES ON PILES IN RELATION TO WAVE ENERGY SPECTRA

1968 ◽  
Vol 1 (11) ◽  
pp. 61
Author(s):  
A. Paape

The determination of wave forces on piles is for an important part based upon data obtained with regular laboratory waves. Nonlmearities m the mechanism that underlies these forces may lead to deviations when applying the data to predict forces exerted by irregular waves. Experiments have been performed with irregular waves to investigate wave forces, more particularly to study the influence of the energy density spectrum of the waves. Within the range of conditions m the experiments, the wave motion is sufficiently characterized by its energy and the frequency (or wave period) at which the energy density is maximum to determine the probability distribution of wave forces.

1968 ◽  
Vol 1 (11) ◽  
pp. 57 ◽  
Author(s):  
J.H. Van Oorschot ◽  
K. D'Angremond

Previous investigations carried out "by the Delft Hydraulics laboratory have shown the necessity of applying irregular waves m studies on wave run-up. The installation of a wave generator driven "by hydraulic actuators has created the possibility of producing irregular waves with arbitrary wave spectra. Investigations performed with this type of wave generator show the influence of the shape of the energy spectrum on the wave run-up on smooth straight slopes of 1:4 and 1:6. The results are compared with run-up figures derived from experiments with wind generated waves and with monochromatic waves.


2019 ◽  
Vol 7 (2) ◽  
pp. 29
Author(s):  
Kim Nielsen ◽  
Jonas Thomsen

The critical function of keeping a floating Wave Energy Converter in position is done by a mooring system. Several WECs have been lost due to failed moorings, indicating that extreme loads, reliability and durability are very important aspects. An understanding of the interaction between the WEC’s motion in large waves and the maximum mooring loads can be gained by investigating the system at model scale supported by numerical models. This paper describes the testing of a novel attenuator WEC design called KNSwing. It is shaped like a ship facing the waves with its bow, which results in low mooring loads and small motions in most wave conditions when the structure is longer than the waves. The concept is tested using an experimental model at scale 1:80 in regular and irregular waves, moored using rubber bands to simulate synthetic moorings. The experimental results are compared to numerical simulations done using the OrcaFlex software. The experimental results show that the WEC and the mooring system survives well, even under extreme and breaking waves. The numerical model coefficient concerning the nonlinear drag term for the surge motion is validated using decay tests. The numerical results compare well to the experiments and, thereby, the numerical model can be further used to optimize the mooring system.


1972 ◽  
Vol 27 (11) ◽  
pp. 1571-1576 ◽  
Author(s):  
D. Anderson

Abstract The standard expressions for averaged energy density and energy flow of waves in dispersive media are generalized in order to include effects due to strong dispersion and/or broad band signals. A close relationship is revealed between these generalized energy expressions and the bilinear concomitants corresponding to the dispersion operator, which governs the wave motion.


2014 ◽  
Vol 567 ◽  
pp. 259-264
Author(s):  
A.A. Sebastian ◽  
V. John Kurian ◽  
A.M. Al-Yacouby ◽  
M.S. Liew ◽  
V.G. Idichandy

In this paper, major focus is given for determining the accurate wave forces recorded on circular cylinders present in different array configurations. Investigation is made to establish any trend in variation of these forces, when the wave time periods, location of the cylinders in the array and the spacing between cylinders are varied. Wave tank model tests were conducted in regular waves. Tandem cylinder configurations involving a maximum of four cylinders were considered for the present study. In addition to this, two linear arrays of four cylinders each, were installed side by side in the waves and the forces on each of the cylinders were determined. The spacing between the cylinders in this two dimensional array was varied and the trend in the variation of forces are presented. Change of transverse spacing between the cylinders was found to have more effect on the forces on cylinders, than the change in in-line spacing. The wave forces acting on singly existing cylinders were found to be less than that acting on individual cylinders present in the different array configurations considered. The variation of force coefficients with respect to the time periods was found to be of random nature. Morison equation is made use in the determination of these coefficients.


2011 ◽  
Vol 1 (8) ◽  
pp. 29
Author(s):  
John A. Williams ◽  
R.L. Wiegel

Waves generated in a tank by air blowing over the water surface were subjected to a horizontal current of water created by horizontal water jets issuing from a manifold at the water surface (hydraulic breakwater). The energy spectra of the waves were computed for conditions before and after the hydraulic breakwater was turned on. It was found that the shorter, steeper wave components were attenuated to a much greater extent than were the longer wave components. Thus, although a large portion of the wave energy could get past such a breakwater, the waves in the lee of the breakwater looked considerably lower to the observer.


2011 ◽  
Vol 79 (1) ◽  
Author(s):  
A. Corsini ◽  
F. Rispoli ◽  
T. E. Tezduyar

We present a computational fluid mechanics technique for modeling of wave-energy air turbines, specifically the Wells turbine. In this type of energy conversion, the wave motion is converted to an oscillating airflow in a duct with the turbine. This is a self-rectifying turbine in the sense that it maintains the same direction of rotation as the airflow changes direction. The blades of the turbine are symmetrical, and here we consider straight and swept blades, both with constant chord. The turbulent flow physics involved in the complex, unsteady flow is governed by nonequilibrium behavior, and we use a stabilized formulation to address the related challenges in the context of RANS modeling. The formulation is based on the streamline-upwind/Petrov-Galerkin and pressure-stabilizing/Petrov-Galerkin methods, supplemented with the DRDJ stabilization. Judicious determination of the stabilization parameters involved is also a part of our computational technique and is described for each component of the stabilized formulation. We compare the numerical performance of the formulation with and without the DRDJ stabilization and present the computational results obtained for the two blade configurations with realistic airflow data.


2010 ◽  
Vol 107 ◽  
pp. 35-39
Author(s):  
Isidro Padrón Armas ◽  
Francisco Arvelo Valencia ◽  
Iballa Franquis Vera ◽  
Marcos Morales García ◽  
Feliciano García García ◽  
...  

Perhaps you have wondered, while lying on the beach or in a boat and feeling the strong pull of the waves or tides, whether it would be possible to harness all that power to produce electricity, just as we do with other elements of nature. This idea is hardly original: the first patent for wave energy was presented in France in 1799, although it was not until the early 70's of the previous century that the idea gave rise to projects funded by companies and governments like Japan and the UK. However, the slow development of technology and the enormous costs were crippling some projects that have resurfaced in the last five years. More and more governments and companies are beginning to invest in this type of energy, aware that renewable energies may be the key in helping to avoid problems such as pollution and the scarcity of energy resources, and supported by technological advances. The European Union, where the Atlantic Ocean, the North Sea and the waters surrounding the Scandinavian countries have ideal conditions, is also taking the lead in these types of projects. In fact, the Scottish island of Islay boasts the first European turbine that works with wave motion to generate power for 400 homes. Currently, there are a dozen ways to obtain electricity from wave motion at different stages of development, and with no certainty as to which may become the final one. Basically, they can be divided into two types. On the one hand, those that take advantage of the horizontal movement of the waves and that follow the same principle used in hydroelectricity: channelling the waves through structures of pipes that carry water to a tank located on land, which feeds a system of turbines that generates electric power. In the other group we can find methods based on the vertical oscillations of the waves. The energy of the tides is converted into electricity in tidal power stations, which operate like a traditional river reservoir. The tank becomes filled with the tide and the water is retained until low tide to be released later through a network of narrow channels increasing the pressure until it reaches the turbines that generate electricity. The problem is that high maintenance costs slow their proliferation. Despite these promising projects, the energy from the sea is still far from being a useful reality. WaveNet network created by the European Commission in 2000 and composed of academics, industries and research institutes from European countries, published a study explaining that the lack of public knowledge is one of the obstacles that hinder its development. The report detailed also some negative consequences that might arise in energy production, such as noise, risk of collision with ships, visual impact and possible changes in the structure of the water sediments. Consequently, the study highlighted the need for further research in order to make these technologies more competitive.


1972 ◽  
Vol 1 (13) ◽  
pp. 95
Author(s):  
Wallis S. Hamilton

The force exerted by a liquid on a moving body always depends on the preceding velocity and acceleration of the body. The Basset-Lai equation, derived from the linearized equation of motion, gives the force on spheroids when convective acceleration of the water particles may be ignored. Examples prove that the history integral it contains accounts for a large portion (even all) of the force. Measured forces on a cylinder anchored in accelerating water show that history is equally important when convective accelerations are large. An important unanswered question is whether history terms that will fit a range of motions can be invented for simple non-linear problems. For non-linear repetitive motion, such as the force exerted on piles by regular waves, no explicit history term is needed. The usual division of force into inertia and velocity portions is possibly less sound than a suggested alternative form from dimensional analysis. One cannot expect to unravel the hydrodynamics of irregular wave forces, but he may use similarity principles to predict their probability distribution from measurements made elsewhere. Irregular waves will be statistically similar, altho mean heights may differ greatly, if the probability distributions of suggested characteristics of the gage records are alike. Given similar waves and structures scaled to the waves, the probability distributions of dimensionless wave forces also will be alike, and the forces at one place can be predicted from measured forces at another.


2010 ◽  
Vol 35 (4) ◽  
pp. 543-550 ◽  
Author(s):  
Wojciech Batko ◽  
Bartosz Przysucha

AbstractAssessment of several noise indicators are determined by the logarithmic mean <img src="/fulltext-image.asp?format=htmlnonpaginated&src=P42524002G141TV8_html\05_paper.gif" alt=""/>, from the sum of independent random resultsL1;L2; : : : ;Lnof the sound level, being under testing. The estimation of uncertainty of such averaging requires knowledge of probability distribution of the function form of their calculations. The developed solution, leading to the recurrent determination of the probability distribution function for the estimation of the mean value of noise levels and its variance, is shown in this paper.


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