Wave Refraction and Longshore Transport Patterns Along the Southern Santa Catarina Coast
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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. -
Assessing Long-Term Changes in the Beach Width of Reef Islands Based on Temporally Fragmented Remote Sensing Data
Remote Sens. 2014, 6, 6961-6987; doi:10.3390/rs6086961 OPEN ACCESS remote sensing ISSN 2072-4292 www.mdpi.com/journal/remotesensing Article Assessing Long-Term Changes in the Beach Width of Reef Islands Based on Temporally Fragmented Remote Sensing Data Thomas Mann 1,* and Hildegard Westphal 1,2 1 Leibniz Center for Tropical Marine Ecology, Fahrenheitstrasse 6, D-28359 Bremen, Germany; E-Mail: [email protected] 2 Department of Geosciences, University of Bremen, D-28359 Bremen, Germany * Author to whom correspondence should be addressed; E-Mail: [email protected]; Tel.: +49-421-2380-0132; Fax: +49-421-2380-030. Received: 30 May 2014; in revised form: 7 July 2014 / Accepted: 18 July 2014 / Published: 25 July 2014 Abstract: Atoll islands are subject to a variety of processes that influence their geomorphological development. Analysis of historical shoreline changes using remotely sensed images has become an efficient approach to both quantify past changes and estimate future island response. However, the detection of long-term changes in beach width is challenging mainly for two reasons: first, data availability is limited for many remote Pacific islands. Second, beach environments are highly dynamic and strongly influenced by seasonal or episodic shoreline oscillations. Consequently, remote-sensing studies on beach morphodynamics of atoll islands deal with dynamic features covered by a low sampling frequency. Here we present a study of beach dynamics for nine islands on Takú Atoll, Papua New Guinea, over a seven-decade period. A considerable chronological gap between aerial photographs and satellite images was addressed by applying a new method that reweighted positions of the beach limit by identifying “outlier” shoreline positions. -
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. -
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. -
Waves and Wind Shape Land
KEY CONCEPT Waves and wind shape land. BEFORE, you learned NOW, you will learn • Stream systems shape Earth’s • How waves and currents surface shape shorelines •Groundwater creates caverns •How wind shapes land and sinkholes VOCABULARY THINK ABOUT longshore drift p. 587 How did these longshore current p. 587 sandbar p. 588 pillars of rock form? barrier island p. 588 The rock formations in this dune p. 589 photograph stand along the loess p. 590 shoreline near the small town of Port Campbell, Australia. What natural force created these isolated stone pillars? What evidence of this force can you see in the photograph? Waves and currents shape shorelines. NOTE-TAKING STRATEGY The stone pillars, or sea stacks, in the photograph above are a major Remember to organize tourist attraction in Port Campbell National Park. They were formed your notes in a chart or web as you read. by the movement of water. The constant action of waves breaking against the cliffs slowly wore them away, leaving behind pillarlike formations. Waves continue to wear down the pillars and cliffs at the rate of about two centimeters (one inch) a year. In the years to come, the waves will likely wear away the stone pillars completely. The force of waves, powered by wind, can wear away rock and move thousands of tons of sand on beaches. The force of wind itself can change the look of the land. Moving air can pick up sand particles and move them around to build up dunes. Wind can also carry huge amounts of fine sediment thousands of kilometers. -
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. -
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. -
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 -
174 Coastal Processes and Hazards I. WATER, WAVES and COASTAL
Coastal Processes and Hazards I. WATER, WAVES AND COASTAL DYNAMICS A. Beach and coastal areas represent sites of dynamic sedimentation, erosion and re- working of river-borne sediments as they reach coastal regions 1. Dynamic interaction between wind, waves, sedimentation and erosion 2. Coastal areas noted for extremely variable meteorologic conditions 3. Hurricanes and storms profoundly influence coastal morphology a. Wave energy and wind energy during coastal storms exhibit great capability to do work in the form of erosion and transportation of sediment (1) Eg. storm wash-over processes (2) storm surges (3) changes in coastal morphology via erosion and sedimentation 4. Gross coastal configuration primarily a function of plate tectonic history, however relentless wave processes modify coast through erosion and sedimentation B. The Ocean and Wave Activity 1. Beach/coastal sand/sediment profoundly influenced by wave action a. waves provide motion/energy for transportation and erosion of sediment 2. Waves generated by wind shear blowing across ocean surface for long distances a. shear creates orbital rotation of water to form water waves (1) orbital motion = circular to and fro motion, diminishing in intensity at depth from surface (2) Although the wave is passed through the water as a medium; actual water molecules are NOT displaced as the wave is propagated b. Wave form controlled by: (1) wind velocity (2) duration of wind (3) fetch- distance over which wind blows (length across water) (> fetch, > wave amplitude) 3. Wave Morphology a. Wave crest: high upper peak of wave train b. Wave trough: low separating two crests c. Wave Height: vertical distance between crest and trough (1) Avg. -
Numerical Simulation of Sea Surface Directional Wave Spectra Under Hurricane Wind Forcing Il-Ju Moon University of Rhode Island
University of Rhode Island DigitalCommons@URI Graduate School of Oceanography Faculty Graduate School of Oceanography Publications 2003 Numerical Simulation of Sea Surface Directional Wave Spectra under Hurricane Wind Forcing Il-Ju Moon University of Rhode Island Isaac Ginis University of Rhode Island, [email protected] See next page for additional authors Follow this and additional works at: https://digitalcommons.uri.edu/gsofacpubs Citation/Publisher Attribution Moon, I.-J., Ginis, I., Hara, T., Tolman, H. L., Wright, C. W., & Walsh, E. J. (2003). Numerical Simulation of Sea Surface Directional Wave Spectra under Hurricane Wind Forcing. Journal of Physical Oceanography, 33, 1680-1706. doi: 10.1175/ 1520-0485(2003)0332.0.CO;2 Available at: http://dx.doi.org/10.1175/1520-0485(2003)033<1680:NSOSSD>2.0.CO;2 This Article is brought to you for free and open access by the Graduate School of Oceanography at DigitalCommons@URI. It has been accepted for inclusion in Graduate School of Oceanography Faculty Publications by an authorized administrator of DigitalCommons@URI. For more information, please contact [email protected]. Authors Il-Ju Moon, Isaac Ginis, Tetsu Hara, Hendrik L. Tolman, C. W. Wright, and Edward J. Walsh This article is available at DigitalCommons@URI: https://digitalcommons.uri.edu/gsofacpubs/360 1680 JOURNAL OF PHYSICAL OCEANOGRAPHY VOLUME 33 Numerical Simulation of Sea Surface Directional Wave Spectra under Hurricane Wind Forcing IL-JU MOON,ISAAC GINIS, AND TETSU HARA Graduate School of Oceanography, University of Rhode Island, Narragansett, Rhode Island HENDRIK L. TOLMAN SAIC-GSO at NOAA/NCEP Environmental Modeling Center, Camp Springs, Maryland C.