Lecture 21: Potpourri
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A Near-Shore Linear Wave Model with the Mixed Finite Volume and Finite Difference Unstructured Mesh Method
fluids Article A Near-Shore Linear Wave Model with the Mixed Finite Volume and Finite Difference Unstructured Mesh Method Yong G. Lai 1,* and Han Sang Kim 2 1 Technical Service Center, U.S. Bureau of Reclamation, Denver, CO 80225, USA 2 Bay-Delta Office, California Department of Water Resources, Sacramento, CA 95814, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-303-445-2560 Received: 5 October 2020; Accepted: 1 November 2020; Published: 5 November 2020 Abstract: The near-shore and estuary environment is characterized by complex natural processes. A prominent feature is the wind-generated waves, which transfer energy and lead to various phenomena not observed where the hydrodynamics is dictated only by currents. Over the past several decades, numerical models have been developed to predict the wave and current state and their interactions. Most models, however, have relied on the two-model approach in which the wave model is developed independently of the current model and the two are coupled together through a separate steering module. In this study, a new wave model is developed and embedded in an existing two-dimensional (2D) depth-integrated current model, SRH-2D. The work leads to a new wave–current model based on the one-model approach. The physical processes of the new wave model are based on the latest third-generation formulation in which the spectral wave action balance equation is solved so that the spectrum shape is not pre-imposed and the non-linear effects are not parameterized. New contributions of the present study lie primarily in the numerical method adopted, which include: (a) a new operator-splitting method that allows an implicit solution of the wave action equation in the geographical space; (b) mixed finite volume and finite difference method; (c) unstructured polygonal mesh in the geographical space; and (d) a single mesh for both the wave and current models that paves the way for the use of the one-model approach. -
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 -
I. Wind-Driven Coastal Dynamics II. Estuarine Processes
I. Wind-driven Coastal Dynamics Emily Shroyer, Oregon State University II. Estuarine Processes Andrew Lucas, Scripps Institution of Oceanography Variability in the Ocean Sea Surface Temperature from NASA’s Aqua Satellite (AMSR-E) 10000 km 100 km 1000 km 100 km www.visibleearth.nasa.Gov Variability in the Ocean Sea Surface Temperature (MODIS) <10 km 50 km 500 km Variability in the Ocean Sea Surface Temperature (Field Infrared Imagery) 150 m 150 m ~30 m Relevant spatial scales range many orders of magnitude from ~10000 km to submeter and smaller Plant DischarGe, Ocean ImaginG LanGmuir and Internal Waves, NRL > 1000 yrs ©Dudley Chelton < 1 sec < 1 mm > 10000 km What does a physical oceanographer want to know in order to understand ocean processes? From Merriam-Webster Fluid (noun) : a substance (as a liquid or gas) tending to flow or conform to the outline of its container need to describe both the mass and volume when dealing with fluids Enterà density (ρ) = mass per unit volume = M/V Salinity, Temperature, & Pressure Surface Salinity: Precipitation & Evaporation JPL/NASA Where precipitation exceeds evaporation and river input is low, salinity is increased and vice versa. Note: coastal variations are not evident on this coarse scale map. Surface Temperature- Net warming at low latitudes and cooling at high latitudes. à Need Transport Sea Surface Temperature from NASA’s Aqua Satellite (AMSR-E) www.visibleearth.nasa.Gov Perpetual Ocean hWp://svs.Gsfc.nasa.Gov/cGi-bin/details.cGi?aid=3827 Es_manG the Circulaon and Climate of the Ocean- Dimitris Menemenlis What happens when the wind blows on Coastal Circulaon the surface of the ocean??? 1. -
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 -
Wind-Induced Waves and Currents in a Nearshore Zone
CHAPTER 260 Wind-Induced Waves and Currents in a Nearshore Zone Nobuhiro Matsunaga1, Misao Hashida2 and Hiroshi Kawakami3 Abstract Characteristics of waves and currents induced when a strong wind blows shoreward in a nearshore zone have been investigated experimentally. The drag coefficient of wavy surface has been related to the ratio u*a/cP, where u*a is the air friction velocity on the water surface and cP the phase velocity of the predominant wind waves. Though the relation between the frequencies of the predominant waves and fetch is very similar to that for deep water, the fetch-relation of the wave energy is a little complicated because of the wave shoaling and the wave breaking. The dependence of the energy spectra on the frequency /changes from /-5 to/"3 in the high frequency region with increase of the wind velocity. A strong onshore drift current forms along a thin layer near the water surface and the compensating offshore current is induced under this layer. As the wind velocity increases, the offshore current velocity increases and becomes much larger than the wave-induced mass transport velocity which is calculated from Longuet- Higgins' theoretical solution. 1. Introduction When a nearshore zone is under swell weather conditions, the 1 Associate Professor, Department of Earth System Science and Technology, Kyushu University, Kasuga 816, Japan. 2 Professor, Department of Civil Engineering, Nippon Bunri University, Oita 870-03, Japan. 3 Graduate student, Department of Earth System Science and Technology, Kyushu University, Kasuga 816, Japan. 3363 3364 COASTAL ENGINEERING 1996 wind Fig.l Sketch of sediment transport process in a nearshore zone under a storm. -
1D Laboratory Study on Wave-Induced Setup Over A
1 LES Modeling of Tsunami-like Solitary Wave Processes 2 over Fringing Reefs 3 4 Yu Yao1, 4, Tiancheng He1, Zhengzhi Deng2*, Long Chen1, 3, Huiqun Guo1 5 6 1 School of Hydraulic Engineering, Changsha University of Science and Technology, 7 Changsha, Hunan 410114, China. 8 2 Ocean College, Zhejiang University, Zhoushan, Zhejiang 316021, China. 9 3 Key Laboratory of Water-Sediment Sciences and Water Disaster Prevention of 10 Hunan Province, Changsha 410114, China. 11 4Key Laboratory of Coastal Disasters and Defence of Ministry of Education, 12 Nanjing, Jiangsu 210098, China 13 14 15 16 * Corresponding author: Zhengzhi Deng 17 E-mail: [email protected] 18 Tel: +86 15068188376 19 1 20 ABSTRACT 21 Many low-lying tropical and sub-tropical reef-fringed coasts are vulnerable to 22 inundation during tsunami events. Hence accurate prediction of tsunami wave 23 transformation and runup over such reefs is a primary concern in the coastal management 24 of hazard mitigation. To overcome the deficiencies of using depth-integrated models in 25 modeling tsunami-like solitary waves interacting with fringing reefs, a three-dimensional 26 (3D) numerical wave tank based on the Computational Fluid Dynamics (CFD) tool 27 OpenFOAM® is developed in this study. The Navier-Stokes equations for two-phase 28 incompressible flow are solved, using the Large Eddy Simulation (LES) method for 29 turbulence closure and the Volume of Fluid (VOF) method for tracking the free surface. 30 The adopted model is firstly validated by two existing laboratory experiments with 31 various wave conditions and reef configurations. The model is then applied to examine 32 the impacts of varying reef morphologies (fore-reef slope, back-reef slope, lagoon width, 33 reef-crest width) on the solitary wave runup. -
1DH Boussinesq Modeling of Wave Transformation Over Fringing Reefs
Ocean Engineering 47 (2012) 30–42 Contents lists available at SciVerse ScienceDirect Ocean Engineering journal homepage: www.elsevier.com/locate/oceaneng 1DH Boussinesq modeling of wave transformation over fringing reefs Yu Yao a, Zhenhua Huang a,b,n, Stephen G. Monismith c, Edmond Y.M. Lo a a School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798, Singapore b Earth Observatory of Singapore (EOS), Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798, Singapore c Department of Civil and Environmental Engineering, Stanford University, 473 Via Ortega, Stanford, CA 94305-4020, USA article info abstract Article history: To better understand wave transformation process and the associated hydrodynamic characteristics Received 14 May 2011 over fringing coral reefs, we present a numerical study, which is based on one-dimensional (1D) fully Accepted 12 March 2012 nonlinear Boussinesq equations, of the wave-induced setups/setdowns and wave height changes over Editor-in-Chief: A.I. Incecik various fringing reef profiles. An empirical eddy viscosity model is adopted to account for wave breaking and a shock-capturing finite volume (FV)-based solver is employed to ensure the computa- Keywords: tional accuracy and stability for steep reef faces and shallow reef flats. The numerical results are Wave-induced setup compared with a series of published laboratory experiments. Our results show that with an appropriate Wave-induced setdown treatment of boundary conditions and a fine-tuned eddy viscosity model, the full nonlinear Boussinesq Boussinesq equations model can give satisfactory predictions of the wave height as well as the mean water level over various Coral reef hydrodynamics reef profiles with different reef-flat submergences and reef-crest configurations under both mono- Mean water level Wave breaking chromatic and spectral waves. -
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. -
Waves and Sediment Transport in the Nearshore Zone - R.G.D
COASTAL ZONES AND ESTUARIES – Waves and Sediment Transport in the Nearshore Zone - R.G.D. Davidson-Arnott, B. Greenwood WAVES AND SEDIMENT TRANSPORT IN THE NEARSHORE ZONE R.G.D. Davidson-Arnott Department of Geography, University of Guelph, Canada B. Greenwood Department of Geography, University of Toronto, Canada Keywords: wave shoaling, wave breaking, surf zone, currents, sediment transport Contents 1. Introduction 2. Definition of the nearshore zone 3. Wave shoaling 4. The surf zone 4.1. Wave breaking 4.2. Surf zone circulation 5. Sediment transport 5.1. Shore-normal transport 5.2. Longshore transport 6. Conclusions Glossary Bibliography Biographical Sketches Summary The nearshore zone extends from the low tide line out to a water depth where wave motion ceases to affect the sea floor. As waves travel from the outer limits of the nearshore zone towards the shore they are increasingly affected by the bed through the process of wave shoaling and eventually wave breaking. In turn, as water depth decreases wave motion and sediment transport at the bed increases. In addition to the orbital motion associated with the waves, wave breaking generates strong unidirectional currents UNESCOwithin the surf zone close to the – beach EOLSS and this is responsible for the transport of sediment both on-offshore and alongshore. SAMPLE CHAPTERS 1. Introduction The nearshore zone extends from the limit of the beach exposed at low tides seaward to a water depth at which wave action during storms ceases to appreciably affect the bottom. On steeply sloping coasts the nearshore zone may be less than 100 m wide and on some gently sloping coasts it may extend offshore for more than 5 km - however, on many coasts the nearshore zone is 0.5-2.5 km in width and extends into water depths >40m. -
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. -
Developing Wave Energy in Coastal California
Arnold Schwarzenegger Governor DEVELOPING WAVE ENERGY IN COASTAL CALIFORNIA: POTENTIAL SOCIO-ECONOMIC AND ENVIRONMENTAL EFFECTS Prepared For: California Energy Commission Public Interest Energy Research Program REPORT PIER FINAL PROJECT and California Ocean Protection Council November 2008 CEC-500-2008-083 Prepared By: H. T. Harvey & Associates, Project Manager: Peter A. Nelson California Energy Commission Contract No. 500-07-036 California Ocean Protection Grant No: 07-107 Prepared For California Ocean Protection Council California Energy Commission Laura Engeman Melinda Dorin & Joe O’Hagan Contract Manager Contract Manager Christine Blackburn Linda Spiegel Deputy Program Manager Program Area Lead Energy-Related Environmental Research Neal Fishman Ocean Program Manager Mike Gravely Office Manager Drew Bohan Energy Systems Research Office Executive Policy Officer Martha Krebs, Ph.D. Sam Schuchat PIER Director Executive Officer; Council Secretary Thom Kelly, Ph.D. Deputy Director ENERGY RESEARCH & DEVELOPMENT DIVISION Melissa Jones Executive Director DISCLAIMER This report was prepared as the result of work sponsored by the California Energy Commission. It does not necessarily represent the views of the Energy Commission, its employees or the State of California. The Energy Commission, the State of California, its employees, contractors and subcontractors make no warrant, express or implied, and assume no legal liability for the information in this report; nor does any party represent that the uses of this information will not infringe upon privately owned rights. This report has not been approved or disapproved by the California Energy Commission nor has the California Energy Commission passed upon the accuracy or adequacy of the information in this report. Acknowledgements The authors acknowledge the able leadership and graceful persistence of Laura Engeman at the California Ocean Protection Council. -
Wave Transformation Wave Transformation
FFEMAOCUSED INTERNAL STUDY R REPORTEVIEWS NOT FOR DISTRIBUTION WaveWave Transformation Transformation FEMA Coastal Flood Hazard Analysis FEMAand Mapping Coastal Guidelines Flood Hazard Analysis Focused and Mapping Study ReportGuidelines February May 2005 2004 Focused Study Leader Focused Study Leader Bob Battalio, P.E. Bob Battalio, P.E. Team Members Team Members Carmela Chandrasekera, Ph.D. Carmela Chandrasekera,David Divoky Ph.D. Darryl Hatheway,David Divoky, CFM P.E. DarrylTerry Hatheway, Hull, P.E. CFM Bill O’Reilly,Terry Hull, Ph.D. P.E. Dick Seymour,Bill O’Reilly, Ph.D., P.E. Ph.D. RajeshDick Srinivas, Seymour, Ph.D., Ph.D., P.E. P.E. Rajesh Srinivas, Ph.D., P.E. FOCUSED STUDY REPORTS WAVE TRANSFORMATION Table of Contents 1 INTRODUCTION....................................................................................................................... 1 1.1 Category and Topics ..................................................................................................... 1 1.2 Wave Transformation Focused Study Group ............................................................... 1 1.3 General Description of Wave Transformation Processes and Pertinence to Coastal Flood Studies ................................................................................................... 1 2 CRITICAL TOPICS ................................................................................................................. 16 2.1 Topic 8: Wave Transformations With and Without Regional Models....................... 16 2.1.1 Description of