The Megatsunami of December 26, 2004
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Coastal Water Levels
Guidance for Flood Risk Analysis and Mapping Coastal Water Levels May 2016 Requirements for the Federal Emergency Management Agency (FEMA) Risk Mapping, Assessment, and Planning (Risk MAP) Program are specified separately by statute, regulation, or FEMA policy (primarily the Standards for Flood Risk Analysis and Mapping). This document provides guidance to support the requirements and recommends approaches for effective and efficient implementation. Alternate approaches that comply with all requirements are acceptable. For more information, please visit the FEMA Guidelines and Standards for Flood Risk Analysis and Mapping webpage (www.fema.gov/guidelines-and-standards-flood-risk-analysis-and- mapping). Copies of the Standards for Flood Risk Analysis and Mapping policy, related guidance, technical references, and other information about the guidelines and standards development process are all available here. You can also search directly by document title at www.fema.gov/library. Water Levels May 2016 Guidance Document 67 Page i Document History Affected Section or Date Description Subsection Initial version of new transformed guidance. The content was derived from the Guidelines and Specifications for Flood Hazard Mapping Partners, Procedure Memoranda, First Publication May 2016 and/or Operating Guidance documents. It has been reorganized and is being published separately from the standards. Water Levels May 2016 Guidance Document 67 Page ii Table of Contents 1.0 Topic Overview ................................................................................................................. -
Tsunami, Seiches, and Tides Key Ideas Seiches
Tsunami, Seiches, And Tides Key Ideas l The wavelengths of tsunami, seiches and tides are so great that they always behave as shallow-water waves. l Because wave speed is proportional to wavelength, these waves move rapidly through the water. l A seiche is a pendulum-like rocking of water in a basin. l Tsunami are caused by displacement of water by forces that cause earthquakes, by landslides, by eruptions or by asteroid impacts. l Tides are caused by the gravitational attraction of the sun and the moon, by inertia, and by basin resonance. 1 Seiches What are the characteristics of a seiche? Water rocking back and forth at a specific resonant frequency in a confined area is a seiche. Seiches are also called standing waves. The node is the position in a standing wave where water moves sideways, but does not rise or fall. 2 1 Seiches A seiche in Lake Geneva. The blue line represents the hypothetical whole wave of which the seiche is a part. 3 Tsunami and Seismic Sea Waves Tsunami are long-wavelength, shallow-water, progressive waves caused by the rapid displacement of ocean water. Tsunami generated by the vertical movement of earth along faults are seismic sea waves. What else can generate tsunami? llandslides licebergs falling from glaciers lvolcanic eruptions lother direct displacements of the water surface 4 2 Tsunami and Seismic Sea Waves A tsunami, which occurred in 1946, was generated by a rupture along a submerged fault. The tsunami traveled at speeds of 212 meters per second. 5 Tsunami Speed How can the speed of a tsunami be calculated? Remember, because tsunami have extremely long wavelengths, they always behave as shallow water waves. -
The Kingdom of Tonga Devastated by a Megatsunami in the Mid-15Th Century
EGU21-5317, updated on 25 Sep 2021 https://doi.org/10.5194/egusphere-egu21-5317 EGU General Assembly 2021 © Author(s) 2021. This work is distributed under the Creative Commons Attribution 4.0 License. The kingdom of Tonga devastated by a megatsunami in the mid-15th century Franck Lavigne1,2,3, Julie Morin4, Wassmer Patrick2, Weller Olivier5, Kula Taaniela6, Ana V. Maea6, Karim Kelfoun7, Fatima Mokadem2, Raphael Paris7, Mukhamad N. Malawani1,2,8, Faral Audrey1,2, Mhammed Benbakkar7, Ségolène Saulnier-Copard2, Céline M. Vidal4, Tu’I’ahai Tu’I’afitu6, Gomez Christopher9, and Fuka Kitekei’aho10 1Paris 1 Pantheon-Sorbonne University, ([email protected]) 2Laboratory of Physical Geography, UMR 8591 CNRS, Meudon, France 3Institut Universitaire de France, Paris, France 4Department of Geography, University of Cambridge, Cambridge, UK 5Trajectoires, UMR 8215 CNRS, Paris, France 6Ministry of Land and Natural Resources, Natural Resources Division, Nuku'alofa, Kingdom of Tonga 7Laboratoire Magmas et Volcans, Université Clermont Auvergne, CNRS, IRD, OPGC, France 8Faculty of Geography, Universitas Gadjah Mada, Yogyakarta, Indonesia 9Laboratory of Sediment Hazards and Disaster Risk, Kobe University, Japan 10Geocare & Petroleum Consult Ltd, Nuku'alofa, Kingdom of Tonga The pre-colonial history of Tonga and West Polynesia still suffers from major gaps because its reconstruction is essentially based on legends left by oral tradition, and by archaeological evidence somehow difficult to interpret. By the fourteenth century, the powerful Tu'i Tonga kingdom united the islands of the Tongan archipelago under a centralised authority and, according to tradition, extended its influence to neighbouring island groups in the Central Pacific. However, some periods of deep crisis were identified, e.g. -
Numerical Calculation of Seiche Motions in Harbours of Arbitrary Shape
NUMERICAL CALCULATION OF SEICHE MOTIONS IN HARBOURS OF ARBITRARY SHAPE P. Gaillard Sogreah, Grenoble, France ABSTRACT A new method of calculation of wave diffraction around islands, off- shore structures, and of long wave oscillations within offshore or shore-connected harbours is presented. The method is a combination of the finite element technique with an analytical representation of the wave pattern in the far field. Examples of application are given, and results are compared with other theoretical and experimental investig- ations. INTRODUCTION The prediction of possible resonant response of harbours to long wave excitation may be an important factor at the design stage. Hydraulic scale models have the disadvantage of introducing some bias in the results due to wave reflection on the wave paddle and on the tank boundaries. Numerical methods on the other hand can avoid such spurious effects by an appropriate representation of the unbounded water medium outside the harbour. Various numerical methods exist for calculating the seiche motions in harbours of arbitrary shape and water depth configuration. Among these, the hybrid-element methods, as described by Berkhoff [l] , Bettess and Zienkiewicz [2] , Chen and Mei [3j , Sakai and Tsukioka [8] use a com- bination of the finite element technique with other methods for repre- senting the velocity potential within the harbour and in the offshore zone. This paper presents a new method based on the same general approach, with an analytical representation of the wave pattern in the far field. It differs from the former methods in several aspects stressed hereafter. We consider here two kinds of applications: a) the first is the study of wave diffraction by islands or bottom seated obstacles in the open sea and the study of wave oscil- lations within and around an offshore harbour. -
Literature Review of Tsunami Sources Affecting Tsunami Hazard Along the US East Coast
Literature review of tsunami sources affecting tsunami hazard along the US East Coast Department of Ocean Engineering, University of Rhode Island Narragansett, USA Feb. 21, 2011 1 TABLE OF CONTENTS 1. BACKGROUND ...................................................................................................................... 3 2. LITERATURE REVIEW OF RELEVANT TSUNAMI SOURCES .................................... 5 2.1 Submarine Mass Failures ........................................................................................................ 5 2.2 Co-seismic tsunamis .................................................................................................................. 8 2.2.1 Review of literature on Caribbean subduction zone ............................................................. 8 2.2.2 NOAA Forecast Source Database for Caribbean subduction zone ............................... 16 2.2.3 Azores-Gibraltar convergence zone .......................................................................................... 17 2.3 Cumbre Vieja Volcano flanK collapse ............................................................................... 21 3. INITIAL SOURCE DEFINITIONS AND TSUNAMI SIMULATIONS .......................... 24 3.1 Modeling methodology .......................................................................................................... 24 3.1.1 Initial conditions for model .......................................................................................................... 24 3.1.2 Co-seismic sources -
Bildnachweis
Bildnachweis Im Bildnachweis verwendete Abkürzungen: With permission from the Geological Society of Ame- rica l – links; m – Mitte; o – oben; r – rechts; u – unten 4.65; 6.52; 6.183; 8.7 Bilder ohne Nachweisangaben stammen vom Autor. Die Autoren der Bildquellen werden in den Bildunterschriften With permission from the Society for Sedimentary genannt; die bibliographischen Angaben sind in der Literaturlis- Geology (SEPM) te aufgeführt. Viele Autoren/Autorinnen und Verlage/Institutio- 6.2ul; 6.14; 6.16 nen haben ihre Einwilligung zur Reproduktion von Abbildungen gegeben. Dafür sei hier herzlich gedankt. Für die nachfolgend With permission from the American Association for aufgeführten Abbildungen haben ihre Zustimmung gegeben: the Advancement of Science (AAAS) Box Eisbohrkerne Dr; 2.8l; 2.8r; 2.13u; 2.29; 2.38l; Box Die With permission from Elsevier Hockey-Stick-Diskussion B; 4.65l; 4.53; 4.88mr; Box Tuning 2.64; 3.5; 4.6; 4.9; 4.16l; 4.22ol; 4.23; 4.40o; 4.40u; 4.50; E; 5.21l; 5.49; 5.57; 5.58u; 5.61; 5.64l; 5.64r; 5.68; 5.86; 4.70ul; 4.70ur; 4.86; 4.88ul; Box Tuning A; 4.95; 4.96; 4.97; 5.99; 5.100l; 5.100r; 5.118; 5.119; 5.123; 5.125; 5.141; 5.158r; 4.98; 5.12; 5.14r; 5.23ol; 5.24l; 5.24r; 5.25; 5.54r; 5.55; 5.56; 5.167l; 5.167r; 5.177m; 5.177u; 5.180; 6.43r; 6.86; 6.99l; 6.99r; 5.65; 5.67; 5.70; 5.71o; 5.71ul; 5.71um; 5.72; 5.73; 5.77l; 5.79o; 6.144; 6.145; 6.148; 6.149; 6.160; 6.162; 7.18; 7.19u; 7.38; 5.80; 5.82; 5.88; 5.94; 5.94ul; 5.95; 5.108l; 5.111l; 5.116; 5.117; 7.40ur; 8.19; 9.9; 9.16; 9.17; 10.8 5.126; 5.128u; 5.147o; 5.147u; -
Continuous Seiche in Bays and Harbors
Manuscript prepared for Ocean Sci. with version 2014/07/29 7.12 Copernicus papers of the LATEX class copernicus.cls. Date: 14 February 2016 Continuous seiche in bays and harbors J. Park1, J. MacMahan2, W. V. Sweet3, and K. Kotun1 1National Park Service, 950 N. Krome Ave, Homestead, FL, USA 2Naval Postgraduate School, 833 Dyer Rd., Monterey, CA 93943, USA 3NOAA, 1305 East West Hwy, Silver Spring, MD, USA Correspondence to: J. Park ([email protected]) Abstract. Seiches are often considered a transitory phenomenon wherein large amplitude water level oscillations are excited by a geophysical event, eventually dissipating some time after the event. However, continuous small–amplitude seiches have been recognized presenting a question as to the origin of continuous forcing. We examine 6 bays around the Pacific where continuous seiches 5 are evident, and based on spectral, modal and kinematic analysis suggest that tidally–forced shelf– resonances are a primary driver of continuous seiches. 1 Introduction It is long recognized that coastal water levels resonate. Resonances span the ocean as tides (Darwin, 1899) and bays as seiches (Airy, 1877; Chrystal, 1906). Bays and harbors offer refuge from the open 10 ocean by effectively decoupling wind waves and swell from an anchorage, although offshore waves are effective in driving resonant modes in the infragravity regime at periods of 30 s to 5 minutes (Okihiro and Guza, 1996; Thotagamuwage and Pattiaratchi, 2014), and at periods between 5 minutes and 2 hours bays and harbors can act as efficient amplifiers (Miles and Munk, 1961). Tides expressed on coasts are significantly altered by coastline and bathymetry, for example, 15 continental shelves modulate tidal amplitudes and dissipate tidal energy (Taylor, 1919) such that tidally–driven standing waves are a persistent feature on continental shelves (Webb, 1976; Clarke and Battisti, 1981). -
TSUNAMI and SEICHE
TSUNAMI and SEICHE DEFINITIONS: Seiche – The action of a series of standing waves (sloshing action) of an enclosed body or partially enclosed body of water caused by earthquake shaking. Seiche action can affect harbors, bays, lakes, rivers, and canals. Tsunami – A sea wave of local or distant origin that results from large-scale displacements of the seafloor associated with large earthquakes, major submarine slides, or exploding volcanic islands. BACKGROUND INFORMATION: Tsunami The Pacific Coast of Washington is at risk from tsunamis. These destructive waves can be caused by coastal or submarine landslides or volcanism, but they are most commonly caused by large submarine earthquakes. Tsunamis are generated when these geologic events cause large, rapid movements in the sea floor that displace the water column above. That swift change creates a series of high-energy waves that radiate outward like pond ripples. Offshore tsunamis would strike the adjacent shorelines within minutes and also cross the ocean at speeds as great as 600 miles per hour to strike distant shores. In 1946, a tsunami was initiated by an earthquake in the Aleutian Islands of Alaska; in less than 5 hours, it reached Hawaii with waves as high as 55 feet and killed 173 people. Tsunami waves can continue for hours. The first wave can be followed by others a few minutes or a few hours later, and the later waves are commonly larger. The first wave to strike Crescent City, California, caused by the Alaska earthquake in Prince William Sound in 1964, was 9 feet above the tide level; the second, 29 minutes later, was 6 feet above tide, the third was about 11 feet above the tide level, and the fourth, most damaging wave was more than 16 feet above the tide level. -
Unit 4 Earthquake Effects
Unit 4 Earthquake Effects INTRODUCTION In the last unit, we looked at the causes and characteristics of earthquakes. Now let’s take a look at an earthquake’s effects on the natural and built environments. Knowing more about the effects of earthquakes helps us understand the mitigation steps that must be taken to protect a community from a seismic event. Unit 4 covers the following topics: • What are some effects of earthquakes on the natural and built environments? • What building characteristics are significant to seismic design? • How do buildings resist earthquake forces? • What secondary consequences of earthquakes must we be concerned with? WHAT ARE SOME EFFECTS OF EARTHQUAKES ON THE NATURAL ENVIRONMENT? In the last unit, we reviewed the different types of seismic waves that produce the violent ground shaking, or motion, associated with earthquakes. These wave vibrations produce several different effects on the natural environment that also can cause tremendous damage to the built environment (buildings, transportation lines and structures, communications lines, and utilities). Researching potential problems, known as site investigation, is a good first step in reducing damage to the built environment due to earthquakes. Page 4-2 Earthquake Effects Liquefaction Strong ground motion during an earthquake can cause water-saturated, unconsolidated soil to act more like a dense fluid than a solid; this process is called liquefaction. Liquefaction occurs when a material of solid consistency is transformed, with increased water pressure, in to a liquefied state. Water saturated, granular sediments such as silts, sands, and gravel that are free of clay particles are susceptible to liquefaction. Imagine what would happen to a building if the soil beneath it suddenly behaved like a liquid. -
Surface Seiches in Flathead Lake
Hydrol. Earth Syst. Sci., 19, 2605–2615, 2015 www.hydrol-earth-syst-sci.net/19/2605/2015/ doi:10.5194/hess-19-2605-2015 © Author(s) 2015. CC Attribution 3.0 License. Surface seiches in Flathead Lake G. Kirillin1,2, M. S. Lorang2, T. C. Lippmann2,3, C. C. Gotschalk2, and S. Schimmelpfennig1 1Department of Ecohydrology, Leibniz Institute of Freshwater Ecology and Inland Fisheries (IGB), Berlin, Germany 2The University of Montana, Flathead Lake Biological Station, Polson, MT, USA 3University of New Hampshire, Dept. of Earth Sciences and Center for Coastal and Ocean Mapping, NH, USA Correspondence to: G. Kirilin ([email protected]) Received: 10 October 2014 – Published in Hydrol. Earth Syst. Sci. Discuss.: 10 December 2014 Revised: 14 April 2015 – Accepted: 11 May 2015 – Published: 3 June 2015 Abstract. Standing surface waves or seiches are inherent hy- namics. Seiches exist in any (semi) enclosed basin, where drodynamic features of enclosed water bodies. Their two- long surface waves reflecting at opposite shores interfere to dimensional structure is important for estimating flood risk, produce a standing wave. The longest possible seiche (the coastal erosion, and bottom sediment transport, and for un- first “fundamental” mode) has the wavelength λ that is twice derstanding shoreline habitats and lake ecology in general. the distance between the shores, L. The wavelengths of other In this work, we present analysis of two-dimensional seiche possible modes decrease by even fractions of the distance be- characteristics in Flathead Lake, Montana, USA, a large in- tween shores. Therefore, for the majority of possible modes, termountain lake known to have high seiche amplitudes. -
Continuous Seiche in Bays and Harbors J
Discussion Paper | Discussion Paper | Discussion Paper | Discussion Paper | Ocean Sci. Discuss., 12, 2361–2394, 2015 www.ocean-sci-discuss.net/12/2361/2015/ doi:10.5194/osd-12-2361-2015 OSD © Author(s) 2015. CC Attribution 3.0 License. 12, 2361–2394, 2015 This discussion paper is/has been under review for the journal Ocean Science (OS). Continuous seiche in Please refer to the corresponding final paper in OS if available. bays and harbors Continuous seiche in bays and harbors J. Park et al. 1 2 3 1 J. Park , J. MacMahan , W. V. Sweet , and K. Kotun Title Page 1 National Park Service, 950 N. Krome Ave, Homestead, FL, USA Abstract Introduction 2Naval Postgraduate School, 833 Dyer Rd., Monterey, CA 93943, USA 3NOAA, 1305 East West Hwy, Silver Spring, MD, USA Conclusions References Received: 4 September 2015 – Accepted: 18 September 2015 – Published: 8 October 2015 Tables Figures Correspondence to: J. Park ([email protected]) J I Published by Copernicus Publications on behalf of the European Geosciences Union. J I Back Close Full Screen / Esc Printer-friendly Version Interactive Discussion 2361 Discussion Paper | Discussion Paper | Discussion Paper | Discussion Paper | Abstract OSD Seiches are often considered a transitory phenomenon wherein large amplitude water level oscillations are excited by a geophysical event, eventually dissipating some time 12, 2361–2394, 2015 after the event. However, continuous small-amplitude seiches have recently been rec- 5 ognized presenting a question as to the origin of continuous forcing. We examine 6 Continuous seiche in bays around the Pacific where continuous seiches are evident, and based on spectral, bays and harbors modal and kinematic analysis suggest that tidally-forced shelf-resonances are a pri- mary driver of continuous seiches. -
Method of Studying Modulation Effects of Wind and Swell Waves on Tidal and Seiche Oscillations
Journal of Marine Science and Engineering Article Method of Studying Modulation Effects of Wind and Swell Waves on Tidal and Seiche Oscillations Grigory Ivanovich Dolgikh 1,2,* and Sergey Sergeevich Budrin 1,2,* 1 V.I. Il’ichev Pacific Oceanological Institute, Far Eastern Branch Russian Academy of Sciences, 690041 Vladivostok, Russia 2 Institute for Scientific Research of Aerospace Monitoring “AEROCOSMOS”, 105064 Moscow, Russia * Correspondence: [email protected] (G.I.D.); [email protected] (S.S.B.) Abstract: This paper describes a method for identifying modulation effects caused by the interaction of waves with different frequencies based on regression analysis. We present examples of its applica- tion on experimental data obtained using high-precision laser interference instruments. Using this method, we illustrate and describe the nonlinearity of the change in the period of wind waves that are associated with wave processes of lower frequencies—12- and 24-h tides and seiches. Based on data analysis, we present several basic types of modulation that are characteristic of the interaction of wind and swell waves on seiche oscillations, with the help of which we can explain some peculiarities of change in the process spectrum of these waves. Keywords: wind waves; swell; tides; seiches; remote probing; space monitoring; nonlinearity; modulation 1. Introduction Citation: Dolgikh, G.I.; Budrin, S.S. The phenomenon of modulation of short-period waves on long waves is currently Method of Studying Modulation widely used in the field of non-contact methods for sea surface monitoring. These processes Effects of Wind and Swell Waves on are mainly investigated during space monitoring by means of analyzing optical [1,2] and Tidal and Seiche Oscillations.