Storm, Rogue Wave, Or Tsunami Origin for Megaclast Deposits in Western
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Wind-Caused Waves Misleads Us Energy Is Transferred to the Wave
WAVES IN WATER is quite similar. Most waves are created by the frictional drag of wind blowing across the water surface. A wave begins as Tsunami can be the most overwhelming of all waves, but a tiny ripple. Once formed, the side of a ripple increases the their origins and behaviors differ from those of the every day waves we see at the seashore or lakeshore. The familiar surface area of water, allowing the wind to push the ripple into waves are caused by wind blowing over the water surface. a higher and higher wave. As a wave gets bigger, more wind Our experience with these wind-caused waves misleads us energy is transferred to the wave. How tall a wave becomes in understanding tsunami. Let us first understand everyday, depends on (1) the velocity of the wind, (2) the duration of wind-caused waves and then contrast them with tsunami. time the wind blows, (3) the length of water surface (fetch) the wind blows across, and (4) the consistency of wind direction. Once waves are formed, their energy pulses can travel thou Wind-Caused Waves sands of kilometers away from the winds that created them. Waves transfer energy away from some disturbance. Waves moving through a water mass cause water particles to rotate in WHY A WIND-BLOWN WAVE BREAKS place, similar to the passage of seismic waves (figure 8.5; see Waves undergo changes when they move into shallow water figure 3.18). You can feel the orbital motion within waves by water with depths less than one-half their wavelength. -
Some Aspects of the Breeding Biology of the Swifts of County Mayo, Ireland Chris & Lynda Huxley
Some aspects of the breeding biology of the swifts of County Mayo, Ireland Chris & Lynda Huxley 3rd largest Irish county covering 5,585 square kilometers (after Cork and Galway), and with a reputation for being one of the wetter western counties, a total of 1116 wetland sites have been identified in the county. Project Objectives • To investigate the breeding biology of swifts in County Mayo • To assess the impact of weather on parental feeding patterns • To determine the likelihood that inclement weather significantly affects the adults’ ability to rear young • To assess the possibility that low population numbers are a result of weather conditions and proximity to the Atlantic Ocean. Town Nest Nest box COMMON SWIFT – COUNTY MAYO - KNOWN STATUS – 2017 Sites Projects Achill Island 0 0 Aghagower 1 0 Balla 1 1 (3) Ballina 49 1 (6) Ballycastle Ballinrobe 28 1 (6) Ballycastle 0 0 0 Ballycroy 0 In 2018 Ballyhaunis ? In 2018 Killala 7 Bangor 0 In 2018 0 Belmullet 0 In 2018 Castle Burke 2 0 Bangor 49 0 Castlebar 37 4 (48) (12) Crossmolina Charlestown 14 1 (6) 8 Claremorris 15 2 (9) (2) Crossmolina Cong 3 1 (6) Crossmolina 8 1 (6) Foxford Foxford 16 1 (12) Achill Island 16 14 0 21 Killala 7 1 (6) 0 Charlestown Kilmaine 2 0 0 0 2 Kiltimagh 6 1 (6) 14 Kinlough Castle 10 0 Mulranny Turlough Kiltimagh 6 Knock 0 0 Louisburgh ? In 2018 40 Balla 1 0 Knock Mulranny 0 0 Newport 14 1 (6) X X = SWIFTS PRESENT 46 1 Aghagower Shrule 10 1 (6) Castle Burke Swinford 21 1 (6) POSSIBLE NEST SITES X 2 15 Tourmakeady 0 0 TO BE IDENTIFIED Turlough 2 In 2018 Westport -
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. -
Tsunamis in Alaska
Tsunami What is a Tsunami? A tsunami is a series of traveling waves in water that are generated by violent vertical displacement of the water surface. Tsunamis travel up to 500 mph across deep water away from their generation zone. Over the deep ocean, there may be very little displacement of the water surface; but since the wave encompasses the depth of the water column, wave amplitude will increase dramatically as it encounters shallow coastal waters. In many cases, a El Niño tsunami wave appears like an endlessly onrushing tide which forces its way around through any obstacle. The image on the left illustrates how the amplitude of a tsunami wave increases as it moves from the deep ocean water to the shallow coast. Over deep water, the wave length is long, and the wave velocity is very fast. By the time the wave reaches the coast, wave length decreases quickly and wave speed slows dramatically. As this takes place, wave height builds up as it prepares to inundate the shore. Why do Tsunamis occur in Alaska? Subduction-zone mega-thrust earthquakes, the most powerful earthquakes in the world, can produce tsunamis through fault boundary rupture, deformation of an overlying plate, and landslides induced by the earthquake (IRIS, 2016). Megathrust earthquakes occur along subduction zones, such as those found along the ring of fire (see image to the right). The ring of fire extends northward along the coast of western North America, then arcs westward along the southern side of the Aleutians, before curving southwest along the coast of Asia. -
Tier 3 Risk Assessment Historic Landfill at Claremorris, Co
CONSULTANTS IN ENGINEERING, ENVIRONMENTAL SCIENCE & PLANNING TIER 3 RISK ASSESSMENT HISTORIC LANDFILL AT CLAREMORRIS, CO. MAYO Prepared for: Mayo County Council For inspection purposes only. Consent of copyright owner required for any other use. Date: September 2020 J5 Plaza, North Park Business Park, North Road, Dublin 11, D11 PXT0, Ireland T: +353 1 658 3500 | E: [email protected] CORK | DUBLIN | CARLOW www.fehilytimoney.ie EPA Export 02-10-2020:04:36:54 TIER 3 RISK ASSESSMENT HISTORIC LANDFILL AT CLAREMORRIS, CO. MAYO User is responsible for Checking the Revision Status of This Document Description of Rev. No. Prepared by: Checked by: Approved by: Date: Changes Issue for Client 0 BF/EOC/CF JON CJC 10.03.2020 Comment Issue for CoA 0 BF/EOC/MG JON CJC 14.09.2020 Application Client: Mayo County Council For inspection purposes only. Consent of copyright owner required for any other use. Keywords: Site Investigation, environmental risk assessment, waste, leachate, soil sampling, groundwater sampling. Abstract: This report represents the findings of a Tier 3 risk assessment carried out at Claremorris Historic Landfill, Co. Mayo, conducted in accordance with the EPA Code of Practice for unregulated landfill sites. P2348 www.fehilytimoney.ie EPA Export 02-10-2020:04:36:54 TABLE OF CONTENTS EXECUTIVE SUMMARY ......................................................................................................................................... 1 1. INTRODUCTION ............................................................................................................................................. -
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 -
Estimation of Significant Wave Height Using Satellite Data
Research Journal of Applied Sciences, Engineering and Technology 4(24): 5332-5338, 2012 ISSN: 2040-7467 © Maxwell Scientific Organization, 2012 Submitted: March 18, 2012 Accepted: April 23, 2012 Published: December 15, 2012 Estimation of Significant Wave Height Using Satellite Data R.D. Sathiya and V. Vaithiyanathan School of Computing, SASTRA University, Thirumalaisamudram, India Abstract: Among the different ocean physical parameters applied in the hydrographic studies, sufficient work has not been noticed in the existing research. So it is planned to evaluate the wave height from the satellite sensors (OceanSAT 1, 2 data) without the influence of tide. The model was developed with the comparison of the actual data of maximum height of water level which we have collected for 24 h in beach. The same correlated with the derived data from the earlier satellite imagery. To get the result of the significant wave height, beach profile was alone taking into account the height of the ocean swell, the wave height was deduced from the tide chart. For defining the relationship between the wave height and the tides a large amount of good quality of data for a significant period is required. Radar scatterometers are also able to provide sea surface wind speed and the direction of accuracy. Aim of this study is to give the relationship between the height, tides and speed of the wind, such relationship can be useful in preparing a wave table, which will be of immense value for mariners. Therefore, the relationship between significant wave height and the radar backscattering cross section has been evaluated with back propagation neural network algorithm. -
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The Old Coastguard Station, Ross Strand, Killala, Co. Mayo
The Old Coastgua rd Station, Ross Strand, Killala, Co. Mayo This is a unique opportunity to obtain an important historical building that has been carefully converted into a terrace of six 2-storey homes. The conversion has been very carefully carried out to preserve as many features of the old building as possible and retain its original charm and appearance. The location is truly spectacular, on the edge of the beach of the beautiful Ross Strand. The Strand lies in a sheltered bay close to the estuary of the River Moy. It looks out over the Atlantic to Bartra Island, Enniscrone and the open ocean. This is one of the best beaches in County Mayo with large stretches of soft sand and amazing scenery. The coastguard station is approached from the Price Region: €550,000 beach by original stone stairs. There are five similar townhouses, all with the same layout: A living/dining room, kitchen and guest W.C. downstairs and two bedrooms, each with ensuite shower rooms, upstairs. The sixth house utilises the end lookout tower and has three bedrooms, a ground floor bathroom and a study in the tower. All the properties were finished to a good standard but now need some cosmetic refurbishment and modernisation. Until recently the houses were rented out as self-catering holiday homes and achieved good occupancy rates during the summer months. FEATURES One of the best coastal locations in the West of Ireland. Situated on the beach of what is widely considered to be the best strand in Mayo. Spectacular views of Killala Bay, Bartra Island and Enniscrone.