Chapter 8 Coasts
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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. -
Chapter 5 Water Levels and Flow
253 CHAPTER 5 WATER LEVELS AND FLOW 1. INTRODUCTION The purpose of this chapter is to provide the hydrographer and technical reader the fundamental information required to understand and apply water levels, derived water level products and datums, and water currents to carry out field operations in support of hydrographic surveying and mapping activities. The hydrographer is concerned not only with the elevation of the sea surface, which is affected significantly by tides, but also with the elevation of lake and river surfaces, where tidal phenomena may have little effect. The term ‘tide’ is traditionally accepted and widely used by hydrographers in connection with the instrumentation used to measure the elevation of the water surface, though the term ‘water level’ would be more technically correct. The term ‘current’ similarly is accepted in many areas in connection with tidal currents; however water currents are greatly affected by much more than the tide producing forces. The term ‘flow’ is often used instead of currents. Tidal forces play such a significant role in completing most hydrographic surveys that tide producing forces and fundamental tidal variations are only described in general with appropriate technical references in this chapter. It is important for the hydrographer to understand why tide, water level and water current characteristics vary both over time and spatially so that they are taken fully into account for survey planning and operations which will lead to successful production of accurate surveys and charts. Because procedures and approaches to measuring and applying water levels, tides and currents vary depending upon the country, this chapter covers general principles using documented examples as appropriate for illustration. -
Tide Identification and Tabulation Procedure
National Park Service U.S. Department of the Interior Natural Resource Stewardship and Science Evaluating VDatum in Coastal National Parks Fire Island National Seashore, Gateway National Recreation Area, and Assateague Island National Seashore Natural Resource Report NPS/NCBN/NRR—2016/1148 ON THE COVER Photograph of GPS receiver on a tidal benchmark that collected data for Gateway National Recreation Area. Photograph courtesy of Michael Bradley. Evaluating VDatum in Coastal National Parks Fire Island National Seashore, Gateway National Recreation Area, and Assateague Island National Seashore Natural Resource Report NPS/NCBN/NRR—2016/1148 David Ullman Graduate School of Oceanography University of Rhode Island 215 South Ferry Road Narragansett, RI 02882 Amanda Babson National Park Service, Northeast Region University of Rhode Island 215 South Ferry Road Narragansett, RI 02882 Michael Bradley Environmental Data Center Department of Natural Resources Science University of Rhode Island Kingston, RI 02881 March 2016 U.S. Department of the Interior National Park Service Natural Resource Stewardship and Science Fort Collins, Colorado The National Park Service, Natural Resource Stewardship and Science office in Fort Collins, Colorado, publishes a range of reports that address natural resource topics. These reports are of interest and applicability to a broad audience in the National Park Service and others in natural resource management, including scientists, conservation and environmental constituencies, and the public. The Natural Resource Report Series is used to disseminate comprehensive information and analysis about natural resources and related topics concerning lands managed by the National Park Service. The series supports the advancement of science, informed decision-making, and the achievement of the National Park Service mission. -
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. -
Tides and Tidal Currents of the Inland Waters of Western Washington
NOAA Technical Memorandum ERL PMEL-56 ~ TIDES AND TIDAL CURRENTS OF THE INLAND WATERS OF WESTERN WASHINGTON Harold O. Mofje1d Lawrence H. Larsen School of Oceanography University of Washington Seatt1e t Washington Pacific Marine Environmental Laboratory Seatt1e t Washington June 1984 UNITED STATES NATIONAL OCEANIC AND. Environmental Research DEPARTMENT OF COMMERCE ATMOSPHERIC ADMINISTRATION Laboratories Mall:llll Baldrlg.. John V. Byrne, Vernon E. Derr Slcrlllry Administrator Director NOTICE Mention of a commercial company or product does not constitute an endorsement by NOAA Environmental Research Laboratories. Use for publicity or advertising purposes of information from this publication concerning proprietary products or the tests of such products is not authorized. ii CONTENTS Page Abstract .... 1 1. Introduction 2 2. Tides 4 2.1 Patterns of Tidal Curves 4 2.2 Geographical Distributions 11 3. Tidal Currents .. 23 3.1 Geographical Distributions 25 3.2 Vertical Dependence 31 3.3 Patterns of Tidal Current and Excursion Curves 33 4. Tidal Prisms and Transports 35 5. Small-Scale Tidal Features 38 5.1 Tidal Eddies. 38 5.2 Tidal Fronts . 41 5.3 Internal Waves 42 6. Summary 43 7. Acknowledgments 47 8. References ... 48 iii Figures Page Figure 1. Chart of Puget Sound and the southern Straits of . .. 5 Juan de Fuca-Georgia showing the locations of representative tide stations (Tables 1-3) and representative tidal current stations ST-l and 25 (Tables 4 and 5) for the Strait of Juan de Fuca. Figure 2. Predicted tides at Port Townsend and Seattle .. 6 (Fig. 1) based on the eight tidal constituents in Table 2. -
Dicionarioct.Pdf
McGraw-Hill Dictionary of Earth Science Second Edition McGraw-Hill New York Chicago San Francisco Lisbon London Madrid Mexico City Milan New Delhi San Juan Seoul Singapore Sydney Toronto Copyright © 2003 by The McGraw-Hill Companies, Inc. All rights reserved. Manufactured in the United States of America. Except as permitted under the United States Copyright Act of 1976, no part of this publication may be repro- duced or distributed in any form or by any means, or stored in a database or retrieval system, without the prior written permission of the publisher. 0-07-141798-2 The material in this eBook also appears in the print version of this title: 0-07-141045-7 All trademarks are trademarks of their respective owners. Rather than put a trademark symbol after every occurrence of a trademarked name, we use names in an editorial fashion only, and to the benefit of the trademark owner, with no intention of infringement of the trademark. Where such designations appear in this book, they have been printed with initial caps. McGraw-Hill eBooks are available at special quantity discounts to use as premiums and sales promotions, or for use in corporate training programs. For more information, please contact George Hoare, Special Sales, at [email protected] or (212) 904-4069. TERMS OF USE This is a copyrighted work and The McGraw-Hill Companies, Inc. (“McGraw- Hill”) and its licensors reserve all rights in and to the work. Use of this work is subject to these terms. Except as permitted under the Copyright Act of 1976 and the right to store and retrieve one copy of the work, you may not decom- pile, disassemble, reverse engineer, reproduce, modify, create derivative works based upon, transmit, distribute, disseminate, sell, publish or sublicense the work or any part of it without McGraw-Hill’s prior consent. -
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. -
Waves and Tides the Preceding Sections Have Dealt with the Types Of
CHAPTER XIV Waves and Tides .......................................................................................................... Introduction The preceding sections have dealt with the types of motion in the ocean that bring about transport of water massesin a definite direction during a considerable length of time. They have also dealt with the random motion, the turbulence, which is superimposed upon the general flow. Besidesthese types, one has also to consider the oscillating motion characteristic of waves. In general, this motion manifests itself to the observer more by the riseand fall of the sea surface than by the motion of the individual water particles. Waves have attracted attention since before the beginning of recorded history, and in recent years they have been the subject of extensive theoretical studies. Surveys of our knowledge as to the character of ocean waves have been presented by Cornish (1912, 1934), Krtimmel (1911), Patton and Mariner (1932) and by Defant (1929). Lamb (1932) has discussed the hydrodynamic theories of waves, and Thorade (1931) has given a comprehensive review of the theoretical studies of ocean waves and has compiled a long list of literature covering the period from 1687 to 1930. Our understanding of the waves of the ocean, how they are formed and how they travel, is as yet by no means complete. The reason is, in the first place, that actual observations at sea are so difficult that the characteristicsof the waves cannot easily be determined. In the second place, the theories that serve to bring the observed sequence of events in nature into intimate connection with experience gained by other methods of study are still incomplete, particularly because most theories are based on classicalhydrodynamics, which deal with wave motion in an idealized fluid. -
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. -
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.