First We Need to Know What Kinds of Movement There Are in the Ocean
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Geology of Hawaii Reefs
11 Geology of Hawaii Reefs Charles H. Fletcher, Chris Bochicchio, Chris L. Conger, Mary S. Engels, Eden J. Feirstein, Neil Frazer, Craig R. Glenn, Richard W. Grigg, Eric E. Grossman, Jodi N. Harney, Ebitari Isoun, Colin V. Murray-Wallace, John J. Rooney, Ken H. Rubin, Clark E. Sherman, and Sean Vitousek 11.1 Geologic Framework The eight main islands in the state: Hawaii, Maui, Kahoolawe , Lanai , Molokai , Oahu , Kauai , of the Hawaii Islands and Niihau , make up 99% of the land area of the Hawaii Archipelago. The remainder comprises 11.1.1 Introduction 124 small volcanic and carbonate islets offshore The Hawaii hot spot lies in the mantle under, or of the main islands, and to the northwest. Each just to the south of, the Big Island of Hawaii. Two main island is the top of one or more massive active subaerial volcanoes and one active submarine shield volcanoes (named after their long low pro- volcano reveal its productivity. Centrally located on file like a warriors shield) extending thousands of the Pacific Plate, the hot spot is the source of the meters to the seafloor below. Mauna Kea , on the Hawaii Island Archipelago and its northern arm, the island of Hawaii, stands 4,200 m above sea level Emperor Seamount Chain (Fig. 11.1). and 9,450 m from seafloor to summit, taller than This system of high volcanic islands and asso- any other mountain on Earth from base to peak. ciated reefs, banks, atolls, sandy shoals, and Mauna Loa , the “long” mountain, is the most seamounts spans over 30° of latitude across the massive single topographic feature on the planet. -
The Emergence of Magnetic Skyrmions
The emergence of magnetic skyrmions During the past decade, axisymmetric two-dimensional solitons (so-called magnetic skyrmions) have been discovered in several materials. These nanometer-scale chiral objects are being proposed as candidates for novel technological applications, including high-density memory, logic circuits and neuro-inspired computing. Alexei N. Bogdanov and Christos Panagopoulos Research on magnetic skyrmions benefited from a cascade of breakthroughs in magnetism and nonlinear physics. These magnetic objects are believed to be nanometers-size whirling cylinders, embedded into a magnetically saturated state and magnetized antiparallel along their axis (Fig. 1). They are topologically stable, in the sense that they can’t be continuously transformed into homogeneous state. Being highly mobile and the smallest magnetic configurations, skyrmions are promising for applications in the emerging field of spintronics, wherein information is carried by the electron spin further to, or instead of the electron charge. Expectedly, their scientific and technological relevance is fueling inventive research in novel classes of bulk magnetic materials and synthetic architectures [1, 2]. The unconventional and useful features of magnetic skyrmions have become focus of attention in the science and technology Figure 1. Magnetic skyrmions are nanoscale spinning magnetic circles, sometimes teasingly called “magic knots” or “mysterious cylinders (a), embedded into the saturated state of ferromagnets (b). particles”. Interestingly, for a long time it remained widely In the skyrmion core, magnetization gradually rotates along radial unknown that the key “mystery” surrounding skyrmions is in the directions with a fixed rotation sense namely, from antiparallel very fact of their existence. Indeed, mathematically the majority of direction at the axis to a parallel direction at large distances from the physical systems with localized structures similar to skyrmions are center. -
This Content Is Prepared from Various Sources and Has Used the Study Material from Various Books, Internet Articles Etc
This content is prepared from various sources and has used the study material from various books, internet articles etc. The teacher doesn’t claim any right over the content, it’s originality and any copyright. It is given only to the students of PG course in Geology to study as a part of their curriculum. WAVES Waves and their properties. (a) Regular, symmetrical waves can be described by their height, wavelength, and period (the time one wavelength takes to pass a fixed point). (b) Waves can be classified according to their wave period. The scales of wave height and wave period are not linear, but logarithmic, being based on powers of 10. The variety and size of wind-generated waves are controlled by four principal factors: (1) wind velocity, (2) wind duration, (3) fetch, (4) original sea state. Significant Wave Height? What is the average height and what is the significant height? Wind-generated waves are progressive waves, because they travel (progress) across the sea surface. If you focus on the crest of a progressive wave, you can follow its path over time. But what actually is moving? The wave form obviously is moving, but what about the water just below the sea surface? Actually, two basic kinds of motions are associated with ocean waves: the forward movement of the wave form itself and the orbital motion of water particles beneath the wave. The motion of water particles beneath waves. (a) The arrows at the sea surface denote the motion of water particles beneath waves. With the passage of one wavelength, a water particle at the sea surface describes a circular orbit with a diameter equal to the wave’s height. -
Optimal Transient Growth in Thin-Interface Internal Solitary Waves
Under consideration for publication in J. Fluid Mech. 1 Optimal transient growth in thin-interface internal solitary waves PIERRE-YVESPASSAGGIA1, K A R L R. H E L F R I C H2y, AND B R I A N L. W H I T E1 1Department of Marine Sciences, University of North Carolina, Chapel Hill, NC 27599, USA 2Department of Physical Oceanography, Woods Hole Oceanographic Institution, Woods Hole, MA 02543, USA (Received 10 January 2018) The dynamics of perturbations to large-amplitude Internal Solitary Waves (ISW) in two-layered flows with thin interfaces is analyzed by means of linear optimal transient growth methods. Optimal perturbations are computed through direct-adjoint iterations of the Navier-Stokes equations linearized around inviscid, steady ISWs obtained from the Dubreil-Jacotin-Long (DJL) equation. Optimal perturbations are found as a func- tion of the ISW phase velocity c (alternatively amplitude) for one representative strat- ification. These disturbances are found to be localized wave-like packets that originate just upstream of the ISW self-induced zone (for large enough c) of potentially unsta- ble Richardson number, Ri < 0:25. They propagate through the base wave as coherent packets whose total energy gain increases rapidly with c. The optimal disturbances are also shown to be relevant to DJL solitary waves that have been modified by viscosity representative of laboratory experiments. The optimal disturbances are compared to the local WKB approximation for spatially growing Kelvin-Helmholtz (K-H) waves through the Ri < 0:25 zone. The WKB approach is able to capture properties (e.g., carrier fre- quency, wavenumber and energy gain) of the optimal disturbances except for an initial phase of non-normal growth due to the Orr mechanism. -
Tidal Effect Compensation System for Wave Energy Converters
TVE 11 036 Examensarbete 30 hp September 2011 Tidal Effect Compensation System for Wave Energy Converters Valeria Castellucci Institutionen för teknikvetenskaper Department of Engineering Sciences Abstract Tidal Effect Compensation System for Wave Energy Converters Valeria Castellucci Teknisk- naturvetenskaplig fakultet UTH-enheten Recent studies show that there is a correlation between water level and energy absorption values for wave energy converters: the absorption decreases when the Besöksadress: water levels deviate from average. The effect for the studied WEC version is evident Ångströmlaboratoriet Lägerhyddsvägen 1 for deviations greater then 25 cm, approximately. The real problem appears during Hus 4, Plan 0 tides when the water level changes significantly. Tides can compromise the proper functioning of the generator since the wire, which connects the buoy to the energy Postadress: converter, loses tension during a low tide and hinders the full movement of the Box 536 751 21 Uppsala translator into the stator during high tides. This thesis presents a first attempt to solve this problem by designing and realizing a small-scale model of a point absorber Telefon: equipped with a device that is able to adjust the length of the rope connected to the 018 – 471 30 03 generator. The adjustment is achieved through a screw that moves upwards in Telefax: presence of low tides and downwards in presence of high tides. The device is sized 018 – 471 30 00 to one-tenth of the full-scale model, while the small-scaled point absorber is dimensioned based on buoyancy's analysis and CAD simulations. Calculations of Hemsida: buoyancy show that the sensitive components will not be immersed during normal http://www.teknat.uu.se/student operation, while the CAD simulations confirm a sufficient mechanical strength of the model. -
Santa Rosa County Tsunami/Rogue Wave
SANTA ROSA COUNTY TSUNAMI/ROGUE WAVE EVACUATION PLAN Banda Aceh, Indonesia, December 2004, before/after tsunami photos 1 Table of Contents Introduction …………………………………………………………………………………….. 3 Purpose…………………………………………………………………………………………. 3 Definitions………………………………………………………………………………………… 3 Assumptions……………………………………………………………. ……………………….. 4 Participants……………………………………………………………………………………….. 4 Tsunami Characteristics………………………………………………………………………….. 4 Tsunami Warning Procedure…………………………………………………………………….. 6 National Weather Service Tsunami Warning Procedures…………………………………….. 7 Basic Plan………………………………………………………………………………………….. 10 Concept of Operations……………………………………………………………………………. 12 Public Awareness Campaign……………………………………………………………………. 10 Resuming Normal Operations…………………………………………………………………….13 Tsunami Evacuation Warning Notice…………………………………………………………….14 2 INTRODUCTION: Santa Rosa County Emergency Management developed a Santa Rosa County-specific Tsunami/Rogue wave Evacuation Plan. In the event a Tsunami1 threatens Santa Rosa County, the activation of this plan will guide the actions of the responsible agencies in the coordination and evacuation of Navarre Beach residents and visitors from the beach and other threatened areas. The goal of this plan is to provide for the timely evacuation of the Navarre Beach area in the event of a Tsunami Warning. An alternative to evacuating Navarre Beach residents off of the barrier island involves vertical evacuation. Vertical evacuation consists of the evacuation of persons from an entire area, floor, or wing of a building -
Deep Ocean Wind Waves Ch
Deep Ocean Wind Waves Ch. 1 Waves, Tides and Shallow-Water Processes: J. Wright, A. Colling, & D. Park: Butterworth-Heinemann, Oxford UK, 1999, 2nd Edition, 227 pp. AdOc 4060/5060 Spring 2013 Types of Waves Classifiers •Disturbing force •Restoring force •Type of wave •Wavelength •Period •Frequency Waves transmit energy, not mass, across ocean surfaces. Wave behavior depends on a wave’s size and water depth. Wind waves: energy is transferred from wind to water. Waves can change direction by refraction and diffraction, can interfere with one another, & reflect from solid objects. Orbital waves are a type of progressive wave: i.e. waves of moving energy traveling in one direction along a surface, where particles of water move in closed circles as the wave passes. Free waves move independently of the generating force: wind waves. In forced waves the disturbing force is applied continuously: tides Parts of an ocean wave •Crest •Trough •Wave height (H) •Wavelength (L) •Wave speed (c) •Still water level •Orbital motion •Frequency f = 1/T •Period T=L/c Water molecules in the crest of the wave •Depth of wave base = move in the same direction as the wave, ½L, from still water but molecules in the trough move in the •Wave steepness =H/L opposite direction. 1 • If wave steepness > /7, the wave breaks Group Velocity against Phase Velocity = Cg<<Cp Factors Affecting Wind Wave Development •Waves originate in a “sea”area •A fully developed sea is the maximum height of waves produced by conditions of wind speed, duration, and fetch •Swell are waves -
Waves and Tides Properties of Ocean Waves • A
Waves and Tides Properties of Ocean Waves • A. Waves are the undulatory motion of a water surface. DRAW THIS! Properties of Ocean Waves • A. Waves are the undulatory motion of a water surface. – 1. Parts of a wave are: Wave crest, Wave trough, Wave height (H), Wavelength (L),and Wave period (T). Properties of Ocean Waves • B. Most of the waves present on the ocean’s surface are wind-generated waves. Properties of Ocean Waves • B. Most of the waves present on the ocean’s surface are wind-generated waves. – 1. Size and type of wind-generated waves are controlled by: Wind velocity, Wind duration, Fetch, and Original state of sea surface. Properties of Ocean Waves • B. Most of the waves present on the ocean’s surface are wind-generated waves. – 1. Size and type of wind-generated waves are controlled by: Wind velocity, Wind duration, Fetch, and Original state of sea surface. – 2. As wind velocity increases wavelength, period, and height increase, but only if wind duration and fetch are sufficient. Properties of Ocean Waves • B. Most of the waves present on the ocean’s surface are wind-generated waves. – 1. Size and type of wind-generated waves are controlled by: Wind velocity, Wind duration, Fetch, and Original state of sea surface. – 2. As wind velocity increases wavelength, period, and height increase, but only if wind duration and fetch are sufficient. – 3. Fully developed sea is when the waves generated by the wind are as large as they can be under current conditions of wind velocity and fetch. Wave Motions • C. -
Soliton and Rogue Wave Statistics in Supercontinuum Generation In
Soliton and rogue wave statistics in supercontinuum generation in photonic crystal fibre with two zero dispersion wavelengths Bertrand Kibler, Christophe Finot, John M. Dudley To cite this version: Bertrand Kibler, Christophe Finot, John M. Dudley. Soliton and rogue wave statistics in supercon- tinuum generation in photonic crystal fibre with two zero dispersion wavelengths. The European Physical Journal. Special Topics, EDP Sciences, 2009, 173 (1), pp.289-295. 10.1140/epjst/e2009- 01081-y. hal-00408633 HAL Id: hal-00408633 https://hal.archives-ouvertes.fr/hal-00408633 Submitted on 17 Apr 2010 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. EPJ manuscript No. (will be inserted by the editor) Soliton and rogue wave statistics in supercontinuum generation in photonic crystal ¯bre with two zero dispersion wavelengths Bertrand Kibler,1 Christophe Finot1 and John M. Dudley2 1 Institut Carnot de Bourgogne, UMR 5029 CNRS-Universit¶ede Bourgogne, 9 Av. A. Savary, Dijon, France 2 Institut FEMTO-ST, UMR 6174 CNRS-Universit¶ede Franche-Comt¶e,Route de Gray, Besan»con, France. Abstract. Stochastic numerical simulations are used to study the statistical prop- erties of supercontinuum spectra generated in photonic crystal ¯bre with two zero dispersion wavelengths. -
Storm, Rogue Wave, Or Tsunami Origin for Megaclast Deposits in Western
Storm, rogue wave, or tsunami origin for megaclast PNAS PLUS deposits in western Ireland and North Island, New Zealand? John F. Deweya,1 and Paul D. Ryanb,1 aUniversity College, University of Oxford, Oxford OX1 4BH, United Kingdom; and bSchool of Natural Science, Earth and Ocean Sciences, National University of Ireland Galway, Galway H91 TK33, Ireland Contributed by John F. Dewey, October 15, 2017 (sent for review July 26, 2017; reviewed by Sarah Boulton and James Goff) The origins of boulderite deposits are investigated with reference wavelength (100–200 m), traveling from 10 kph to 90 kph, with to the present-day foreshore of Annagh Head, NW Ireland, and the multiple back and forth actions in a short space and brief timeframe. Lower Miocene Matheson Formation, New Zealand, to resolve Momentum of laterally displaced water masses may be a contributing disputes on their origin and to contrast and compare the deposits factor in increasing speed, plucking power, and run-up for tsunamis of tsunamis and storms. Field data indicate that the Matheson generated by earthquakes with a horizontal component of displace- Formation, which contains boulders in excess of 140 tonnes, was ment (5), for lateral volcanic megablasts, or by the lateral movement produced by a 12- to 13-m-high tsunami with a period in the order of submarine slide sheets. In storm waves, momentum is always im- of 1 h. The origin of the boulders at Annagh Head, which exceed portant(1cubicmeterofseawaterweighsjustover1tonne)in 50 tonnes, is disputed. We combine oceanographic, historical, throwing walls of water continually at a coastline. -
Extreme Waves and Ship Design
10th International Symposium on Practical Design of Ships and Other Floating Structures Houston, Texas, United States of America © 2007 American Bureau of Shipping Extreme Waves and Ship Design Craig B. Smith Dockside Consultants, Inc. Balboa, California, USA Abstract Introduction Recent research has demonstrated that extreme waves, Recent research by the European Community has waves with crest to trough heights of 20 to 30 meters, demonstrated that extreme waves—waves with crest to occur more frequently than previously thought. Also, trough heights of 20 to 30 meters—occur more over the past several decades, a surprising number of frequently than previously thought (MaxWave Project, large commercial vessels have been lost in incidents 2003). In addition, over the past several decades, a involving extreme waves. Many of the victims were surprising number of large commercial vessels have bulk carriers. Current design criteria generally consider been lost in incidents involving extreme waves. Many significant wave heights less than 11 meters (36 feet). of the victims were bulk carriers that broke up so Based on what is known today, this criterion is quickly that they sank before a distress message could inadequate and consideration should be given to be sent or the crew could be rescued. designing for significant wave heights of 20 meters (65 feet), meanwhile recognizing that waves 30 meters (98 There also have been a number of widely publicized feet) high are not out of the question. The dynamic force events where passenger liners encountered large waves of wave impacts should also be included in the (20 meters or higher) that caused damage, injured structural analysis of the vessel, hatch covers and other passengers and crew members, but did not lead to loss vulnerable areas (as opposed to relying on static or of the vessel. -
On the Probability of Occurrence of Rogue Waves
Nat. Hazards Earth Syst. Sci., 12, 751–762, 2012 www.nat-hazards-earth-syst-sci.net/12/751/2012/ Natural Hazards doi:10.5194/nhess-12-751-2012 and Earth © Author(s) 2012. CC Attribution 3.0 License. System Sciences On the probability of occurrence of rogue waves E. M. Bitner-Gregersen1 and A. Toffoli2 1Det Norske Veritas, Veritasveien 1, 1322 Høvik, Norway 2Swinburne University of Technology, P.O. Box 218, Hawthorn, 3122 Vic., Australia Correspondence to: E. M. Bitner-Gregersen ([email protected]) Received: 15 September 2011 – Revised: 31 January 2012 – Accepted: 5 February 2012 – Published: 23 March 2012 Abstract. A number of extreme and rogue wave studies such as the modulational instability of uniform wave pack- have been conducted theoretically, numerically, experimen- ets (see, e.g. Zakharov and Ostrovsky, 2009; Osborne, 2010, tally and based on field data in the last years, which have for a review) may give rise to substantially higher waves significantly advanced our knowledge of ocean waves. So than predicted by common second order wave models (Ono- far, however, consensus on the probability of occurrence of rato et al., 2006; Socquet-Juglard et al., 2005; Toffoli et al., rogue waves has not been achieved. The present investiga- 2008b). tion is addressing this topic from the perspective of design The recent Rogue Waves 2008 Workshop (Olagnon and needs. Probability of occurrence of extreme and rogue wave Prevosto, 2008) has brought further insight into rogue crests in deep water is here discussed based on higher order waves and their impact on marine structures, underlining time simulations, experiments and hindcast data.