Wave-Current Interaction in Tidal Fronts
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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. -
Observation of Rip Currents by Synthetic Aperture Radar
OBSERVATION OF RIP CURRENTS BY SYNTHETIC APERTURE RADAR José C.B. da Silva (1) , Francisco Sancho (2) and Luis Quaresma (3) (1) Institute of Oceanography & Dept. of Physics, University of Lisbon, 1749-016 Lisbon, Portugal (2) Laboratorio Nacional de Engenharia Civil, Av. do Brasil, 101 , 1700-066, Lisbon, Portugal (3) Instituto Hidrográfico, Rua das Trinas, 49, 1249-093 Lisboa , Portugal ABSTRACT Rip currents are near-shore cellular circulations that can be described as narrow, jet-like and seaward directed flows. These flows originate close to the shoreline and may be a result of alongshore variations in the surface wave field. The onshore mass transport produced by surface waves leads to a slight increase of the mean water surface level (set-up) toward the shoreline. When this set-up is spatially non-uniform alongshore (due, for example, to non-uniform wave breaking field), a pressure gradient is produced and rip currents are formed by converging alongshore flows with offshore flows concentrated in regions of low set-up and onshore flows in between. Observation of rip currents is important in coastal engineering studies because they can cause a seaward transport of beach sand and thus change beach morphology. Since rip currents are an efficient mechanism for exchange of near-shore and offshore water, they are important for across shore mixing of heat, nutrients, pollutants and biological species. So far however, studies of rip currents have mainly relied on numerical modelling and video camera observations. We show an ENVISAT ASAR observation in Precision Image mode of bright near-shore cell-like signatures on a dark background that are interpreted as surface signatures of rip currents. -
Part III-2 Longshore Sediment Transport
Chapter 2 EM 1110-2-1100 LONGSHORE SEDIMENT TRANSPORT (Part III) 30 April 2002 Table of Contents Page III-2-1. Introduction ............................................................ III-2-1 a. Overview ............................................................. III-2-1 b. Scope of chapter ....................................................... III-2-1 III-2-2. Longshore Sediment Transport Processes ............................... III-2-1 a. Definitions ............................................................ III-2-1 b. Modes of sediment transport .............................................. III-2-3 c. Field identification of longshore sediment transport ........................... III-2-3 (1) Experimental measurement ............................................ III-2-3 (2) Qualitative indicators of longshore transport magnitude and direction ......................................................... III-2-5 (3) Quantitative indicators of longshore transport magnitude ..................... III-2-6 (4) Longshore sediment transport estimations in the United States ................. III-2-7 III-2-3. Predicting Potential Longshore Sediment Transport ...................... III-2-7 a. Energy flux method .................................................... III-2-10 (1) Historical background ............................................... III-2-10 (2) Description ........................................................ III-2-10 (3) Variation of K with median grain size................................... III-2-13 (4) Variation of K with -
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. -
OCEANS ´09 IEEE Bremen
11-14 May Bremen Germany Final Program OCEANS ´09 IEEE Bremen Balancing technology with future needs May 11th – 14th 2009 in Bremen, Germany Contents Welcome from the General Chair 2 Welcome 3 Useful Adresses & Phone Numbers 4 Conference Information 6 Social Events 9 Tourism Information 10 Plenary Session 12 Tutorials 15 Technical Program 24 Student Poster Program 54 Exhibitor Booth List 57 Exhibitor Profiles 63 Exhibit Floor Plan 94 Congress Center Bremen 96 OCEANS ´09 IEEE Bremen 1 Welcome from the General Chair WELCOME FROM THE GENERAL CHAIR In the Earth system the ocean plays an important role through its intensive interactions with the atmosphere, cryo- sphere, lithosphere, and biosphere. Energy and material are continually exchanged at the interfaces between water and air, ice, rocks, and sediments. In addition to the physical and chemical processes, biological processes play a significant role. Vast areas of the ocean remain unexplored. Investigation of the surface ocean is carried out by satellites. All other observations and measurements have to be carried out in-situ using research vessels and spe- cial instruments. Ocean observation requires the use of special technologies such as remotely operated vehicles (ROVs), autonomous underwater vehicles (AUVs), towed camera systems etc. Seismic methods provide the foundation for mapping the bottom topography and sedimentary structures. We cordially welcome you to the international OCEANS ’09 conference and exhibition, to the world’s leading conference and exhibition in ocean science, engineering, technology and management. OCEANS conferences have become one of the largest professional meetings and expositions devoted to ocean sciences, technology, policy, engineering and education. -
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 -
Rip Currents and Alongshore Flows in Single Channels Dredged in the Surf
PUBLICATIONS Journal of Geophysical Research: Oceans RESEARCH ARTICLE Rip currents and alongshore flows in single channels dredged 10.1002/2016JC012222 in the surf zone Key Points: Melissa Moulton1,2 , Steve Elgar2 , Britt Raubenheimer2 , John C. Warner3 , and Rip currents, feeder currents, and Nirnimesh Kumar4 meandering alongshore currents were observed in single channels 1 2 dredged in the surf zone Applied Physics Laboratory, University of Washington, Seattle, Washington, USA, Department of Applied Ocean Physics 3 The model COAWST reproduces the and Engineering, Woods Hole Oceanographic Institution, Woods Hole, Massachusetts, USA, United States Geological observed circulation patterns, and is Survey, Coastal and Marine Geology Program, Woods Hole, Massachusetts, USA, 4Department of Civil and Environmental used to investigate dynamics for a Engineering, University of Washington, Seattle, Washington, USA wider range of conditions A parameter based on breaking-wave-driven setup patterns and alongshore currents predicts Abstract To investigate the dynamics of flows near nonuniform bathymetry, single channels (on average offshore-directed flow speeds 30 m wide and 1.5 m deep) were dredged across the surf zone at five different times, and the subsequent evolution of currents and morphology was observed for a range of wave and tidal conditions. In addition, Correspondence to: circulation was simulated with the numerical modeling system COAWST, initialized with the observed M. Moulton, incident waves and channel bathymetry, and with an extended set of wave conditions and channel [email protected] geometries. The simulated flows are consistent with alongshore flows and rip-current circulation patterns observed in the surf zone. Near the offshore-directed flows that develop in the channel, the dominant terms Citation: Moulton, M., S. -
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.