Sea Level Rise Will Drive Divergent Sediment Transport Patterns On
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This Keyword List Contains Indian Ocean Place Names of Coral Reefs, Islands, Bays and Other Geographic Features in a Hierarchical Structure
CoRIS Place Keyword Thesaurus by Ocean - 8/9/2016 Indian Ocean This keyword list contains Indian Ocean place names of coral reefs, islands, bays and other geographic features in a hierarchical structure. For example, the first name on the list - Bird Islet - is part of the Addu Atoll, which is in the Indian Ocean. The leading label - OCEAN BASIN - indicates this list is organized according to ocean, sea, and geographic names rather than country place names. The list is sorted alphabetically. The same names are available from “Place Keywords by Country/Territory - Indian Ocean” but sorted by country and territory name. Each place name is followed by a unique identifier enclosed in parentheses. The identifier is made up of the latitude and longitude in whole degrees of the place location, followed by a four digit number. The number is used to uniquely identify multiple places that are located at the same latitude and longitude. For example, the first place name “Bird Islet” has a unique identifier of “00S073E0013”. From that we see that Bird Islet is located at 00 degrees south (S) and 073 degrees east (E). It is place number 0013 at that latitude and longitude. (Note: some long lines wrapped, placing the unique identifier on the following line.) This is a reformatted version of a list that was obtained from ReefBase. OCEAN BASIN > Indian Ocean OCEAN BASIN > Indian Ocean > Addu Atoll > Bird Islet (00S073E0013) OCEAN BASIN > Indian Ocean > Addu Atoll > Bushy Islet (00S073E0014) OCEAN BASIN > Indian Ocean > Addu Atoll > Fedu Island (00S073E0008) -
A Field Experiment on a Nourished Beach
CHAPTER 157 A Field Experiment on a Nourished Beach A.J. Fernandez* G. Gomez Pina * G. Cuena* J.L. Ramirez* Abstract The performance of a beach nourishment at" Playa de Castilla" (Huel- va, Spain) is evaluated by means of accurate beach profile surveys, vi- sual breaking wave information, buoy-measured wave data and sediment samples. The shoreline recession at the nourished beach due to "profile equilibration" and "spreading out" losses is discussed. The modified equi- librium profile curve proposed by Larson (1991) is shown to accurately describe the profiles with a grain size varying across-shore. The "spread- ing out" losses measured at " Playa de Castilla" are found to be less than predicted by spreading out formulations. The utilization of borrowed material substantially coarser than the native material is suggested as an explanation. 1 INTRODUCTION Fernandez et al. (1990) presented a case study of a sand bypass project at "Playa de Castilla" (Huelva, Spain) and the corresponding monitoring project, that was going to be undertaken. The Beach Nourishment Monitoring Project at the "Playa de Castilla" was begun over two years ago. The project is being *Direcci6n General de Costas. M.O.P.T, Madrid (Spain) 2043 2044 COASTAL ENGINEERING 1992 carried out to evaluate the performance of a beach fill and to establish effective strategies of coastal management and represents one of the most comprehensive monitoring projects that has been undertaken in Spain. This paper summa- rizes and discusses the data set for wave climate, beach profiles and sediment samples. 2 STUDY SITE & MONITORING PROGRAM Playa de Castilla, Fig. 1, is a sandy beach located on the South-West coast of Spain between the Guadiana and Gualdalquivir rivers. -
In Soils of Niue Island, South Pacific
Geochemical Journal, Vol. 24, pp. 371 to 378, 1990 Anomalous Hg contents in soils of Niue Island, South Pacific NEIL E. WHITEHEAD', JOHN BARRIE2 and PETER RANKIN3 Nuclear Sciences Group, Division of Physical Sciences, D.S.I.R. P.O.Box 31-312, Lower Hutt, New Zealand', Avian Mining Ltd., 24 Jindvik Place, Canberra, A.C.T., Australia2 and Division of Land and Soil Sciences, D.S.I.R., Private Bag, Taita, New Zealand3 (Received September 10, 1990; Accepted December 29, 1990) Niue Island, a raised coralline atoll in the South Pacific, has soils that have long been known to have strongly anomalous radioactivity. We now show that there is also a highly anomalous Hg content in the soils. It is associated with the radioactivity and the goethite/gibbsite content and the values are as high as those in soils over known Hg-mineralisation in volcanic settings, though no mineralisation is known on Niue and such an occurrence on this coral island would be geochemically unusual. INTRODUCTION GEOLOGY AND SOILS OF NIUE ISLAND Niue Island in the South Pacific is a raised A detailed description of the geological set coral atoll, located at 19° S and 169° W. The in ting of Niue Is. may be found in Schofield (1959) terior of the island is dolomitised, and is covered and a summary follows. by reddish-brown soils rich in Fe, Al and Niue Island is a raised coral atoll consisting phosphate in the form of goethite, gibbsite and of seaward cliffs rising steeply from the sea but crandallite respectively (the mean soil P205 is girded by a terrace on which sits Alofi, the 4%; Whitehead et al. -
USER MANUAL SWASH Version 7.01
SWASH USER MANUAL SWASH version 7.01 SWASH USER MANUAL by : TheSWASHteam mail address : Delft University of Technology Faculty of Civil Engineering and Geosciences Environmental Fluid Mechanics Section P.O. Box 5048 2600 GA Delft The Netherlands website : http://www.tudelft.nl/swash Copyright (c) 2010-2020 Delft University of Technology. Permission is granted to copy, distribute and/or modify this document under the terms of the GNU Free Documentation License, Version 1.2 or any later version published by the Free Software Foundation; with no Invariant Sections, no Front-Cover Texts, and no Back- Cover Texts. A copy of the license is available at http://www.gnu.org/licenses/fdl.html#TOC1. iv Contents 1 About this manual 1 2 Generaldescriptionandinstructionsforuse 3 2.1 Introduction................................... 3 2.2 Background,featuresandapplications . ...... 3 2.2.1 Objectiveandcontext ......................... 3 2.2.2 Abird’s-eyeviewofSWASH. 4 2.2.3 ModelfeaturesandvalidityofSWASH . 7 2.2.4 Relation to Boussinesq-type wave models . .... 8 2.2.5 Relation to circulation and coastal flow models. ...... 9 2.3 Internal scenarios, shortcomings and coding bugs . ......... 9 2.4 Unitsandcoordinatesystems . 10 2.5 Choiceofgridsandtimewindows . .. 11 2.5.1 Introduction............................... 11 2.5.2 Computationalgridandtimewindow . 12 2.5.3 Inputgrid(s)andtimewindow(s) . 13 2.5.4 Input grid(s) for transport of constituents . ...... 14 2.5.5 Outputgrids .............................. 15 2.6 Boundaryconditions .............................. 16 2.7 Timeanddatenotation ............................ 17 2.8 Troubleshooting................................. 17 3 Input and output files 19 3.1 General ..................................... 19 3.2 Input/outputfacilities . .. 19 3.3 Printfileanderrormessages . .. 20 4 Description of commands 21 4.1 Listofavailablecommands. -
Coastal Landform Processes 29/03/2018 Do Now Copy Below: When Waves Lose Energy Material Is Deposited
Coastal Landform Processes 29/03/2018 Do Now Copy below: When waves lose energy material is deposited. This typical happens in sheltered areas such as bays, this explains why beaches are found here. Wave refraction is where the energy of the wave is reduced Aim ▪ To understand process acting on the coast that lead to landforms Wave energy converges on the headlands Wave energy is diverged Wave energy converges on the headlands Sediment moves and is deposited http://www.bbc.co.uk/education/cli ps/zsmb4wx Erosion Destructive waves will erode the coastline in four different ways: 1. Hydraulic Power Complete your 2. Corrasion erosion sheet 3. Attrition 4. Corrosion 5. Abrasion Longshore Drift • “Longshore drift is a process by which sediments such as sand or other materials are transported along a beach.” • The general direction of longshore drift around the coasts of the British Isles is controlled by the direction of the dominant wind. http://www.bbc.co.uk/learningzo ne/clips/the-coastline- longshore-drift-and- spits/3086.html Longshore Drift: A bird’s eye view Cliff Beach Sea Longshore Drift: A bird’s eye view Cliff Eroded material Beach from the cliffs is left on the beach Bob the pebble Sea Longshore Drift: A bird’s eye view Cliff Beach Waves The waves from the sea come onto the beach at an angle and pick Bob and other material up and move them up the beach. Sea Longshore Drift: A bird’s eye view Cliff Beach Swash This movement of the waves is called SWASH. The waves come in at an angle due to Sea wind direction Longshore Drift: A bird’s eye view Cliff Beach The waves then move back down the beach in a straight Swash direction due to gravity. -
3.2.6. Methods for Field Measurement and Remote Sensing of the Swash Zone
© Author(s) 2014. CC Attribution 4.0 License. ISSN 2047-0371 3.2.6. Methods for field measurement and remote sensing of the swash zone Sebastian J. Pitman1 1 Ocean and Earth Sciences, National Oceanography Centre, University of Southampton ([email protected]) ABSTRACT: Swash action is the dominant process responsible for the cross-shore exchange of sediment between the subaerial and subaqueous zones, with a significant part of the littoral drift also taking place as a result of swash motions. The swash zone is the area of the beach between the inner surfzone and backbeach that is intermittently submerged and exposed by the processes of wave uprush and backwash. Given the dominant role that swash plays in the morphological evolution of a beach, it is important to understand and quantify the main processes. The extent of swash (horizontally and vertically), current velocities and suspended sediment concentrations are all parameters of interest in the study of swash processes. In situ methods of measurements in this energetic zone were instrumental in developing early understanding of swash processes, however, the field has experienced a shift towards remote sensing methods. This article outlines the emergence of high precision technologies such as video imaging and LIDAR (light detection and ranging) for the study of swash processes. Furthermore, the applicability of these methods to large-scale datasets for quantitative analysis is demonstrated. KEYWORDS: run-up, morphodynamics, coastal imaging, video, LIDAR. Introduction al., 2004) and its dominant responses are largely well understood. It is the most The beachface is a highly spatially and energetic zone in terms of bed sediment temporally dynamic zone, predominantly due movement and is characterised by strong and to swash processes such as wave run up. -
Challenges in Freshwater Management in Low Coral Atolls
Journal of Cleaner Production 15 (2007) 1522e1528 www.elsevier.com/locate/jclepro Challenges in freshwater management in low coral atolls Ian White a,*, Tony Falkland b, Pascal Perez c, Anne Dray c, Taboia Metutera d, Eita Metai e, Marc Overmars f a Centre for Resource and Environmental Studies, Institute of Advanced Studies, Australian National University, Canberra, ACT 0200, Australia b Ecowise Environmental, ACTEW Corporation, PO Box 1834, Fyshwick ACT 2609, Australia c CIRAD Montpellier France and Resource Management in the Asia-Pacific Program, Research School of Pacific and Asian Studies, Institute of Advanced Studies, Australian National University, Canberra, ACT 0200, Australia d Public Utilities Board, Betio, Tarawa, Republic of Kiribati e Water Engineering Unit, Public Works Department, Betio, Tarawa, Republic of Kiribati f South Pacific Applied Geoscience Commission, Suva, Fiji Received 13 January 2005; accepted 31 July 2006 Available online 13 October 2006 Abstract Population centres in low atoll islands have water supply problems that are amongst the most critical in the world. Fresh groundwater, the major source of water in many atolls, is extremely vulnerable to natural processes and human activities. Storm surges and over-extractions cause seawater intrusion, while human settlements and agriculture can pollute shallow groundwaters. Limited land areas restrict freshwater quantities, particularly in frequent ENSO-related droughts. Demand for freshwater is increasing and availability is extremely limited. At the core of many groundwater management problems are the traditional water ownership rights inherent in land tenure and the conflict between the requirements of urbanised societies and the traditional values and rights of subsistence communities living on groundwater reserves. -
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. -
Under Pressure Coastal Stack & Stump: Sediment Are Thrown Against Weathering (Freeze- the Cliffs by Waves
Tides: UP1 –Waves & Tides Constructive Waves: Longshore Drift: Transportation: • These are the rise and fall of the sea level, due • Traction: mainly to the pull of the moon • Strong swash and weak backwash that • Waves approach the beach at an angle due Large boulders and sediments • As the moon travels around the Earth, it push sand and pebbles up the beach to the prevailing wind direction are rolled along the sea bed. attracts the sea and pulls it upwards. The sun • Low waves with longer gaps between the • As the wave breaks, the swash carries They are too heavy to be helps too – but its much further away. So its crests (6-8 per min – low frequency) material up the beach at the same angle pull is not as strong. • Under 1m (oblique angle) as the prevailing wind picked up fully by the waves. • High tide occurs about every 12 and ½ hours, • Known as spilling waves as they ‘spill’ up • The backwash carries material back down with low tides in between. The difference the beach the beach at a right angle (90o) due to • Saltation: between the high and low tide is called the tidal • Gently sloping wave front gravity where small pieces of shingle range • Formed by storms often 100s KMs away • This means that material is moved along the or large sand grains are • Gentle beach beach in a zig zag route bounced along the sea bed. Waves: Destructive Waves: • Suspension: • Are formed by wind that blows over the sea, friction with the surface of water causes • Weak swash and strong backwash pulling small particles such as silts ripples to form and these develop into waves. -
Evaporation Rates for a Coral Island by Field Observation and Simulation
23rd International Congress on Modelling and Simulation, Canberra, ACT, Australia, 1 to 6 December 2019 mssanz.org.au/modsim2019 Evaporation rates for a coral island by field observation and simulation S. Han ab, S. Liu bc, S. Hu b, X. Mo bc and X. Song bc a University of Chinese Academy of Sciences, Beijing 100049, PR China, b Key Laboratory of Water Cycle and Related Land Surface Processes, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, Beijing 100101, PR China, c College of Resources and Environment, Sino- Danish Center, University of Chinese Academy of Sciences, Beijing 100049, PR China. Email: [email protected] Abstract: Evaporation in coral islands influences their limited freshwater recharge and plays an important role in coral reefs ecology protection under the background of climate changes. From June 20th to August 16th, 2018, a field experiment was carried out in Zhaoshu Island, Xisha Islands, China, using a self-made micro- lysimeter and pan evaporation dish. To understand the whole process of evaporations at the annual scale, we used the Penman-Monteith model and crop coefficient (Kc) method to estimate potential evaporation (ETo) and actual evaporation (ETc) using meteorological data and leaf area index (LAI). The results show (1) ETo reached its peak value earlier than precipitation, causing island vegetations to suffer the highest water stress at the end of the dry season. (2) in the wet season, ETc rose as the precipitation increased, however, the ETo presented a tendency of slowly declining. These phenomena indicate that the vegetation could suffer from strong drought at the end of the dry season because of the maximum ETo and extended low rate of precipitation. -
Global Climate Change and Coral Reefs: Implications for People and Reefs
Global Climate Change and Coral Reefs: Implications for People and Reefs Report of the UN EP-IOC-ASPEI-UCN Global Task Team on the Implications of Climate Change on Coral Reefs — THE AUSTRALIAN INSTITUTE OF MARINE SCIENCE Established in 1972, the Australian Institute of Marine Science (AIMS) is a federally funded statutory authority governed by a Council appointed by the Australian government. The Institute has established a high national and international reputation in marine science and technology, principally associated with an understanding of marine communities of tropical Australia, Southeast Asia, and the Pacific and Indian Oceans. The Institute’s long-term research into complex marine ecosystems and the impacts of human activities on the marine environment is used by industry and natural resource management agencies to ensure the conservation and sustainable use of marine resources in these regions. KANSAS GEOLOGICAL SURVEY The Kansas Geological Survey is a research and service organisation operated by the University of Kansas. The Survey’s mission is to undertake both fundamental and applied research in areas related to geologic resources and hazards, and to disseminate the results of that research to the public, policy-makers and the scientific community. THE MARINE AND COASTAL AREAS PROGRAMME IUCN’S Marine and Coastal Areas Programme was established in 1985 to promote activities which demonstrate how conservation and development can reinforce each other in marine and coastal environments; conserve marine and coastal species and ecosystems; enhance aware- ness of marine and coastal conservation issues and management; and mobilise the global conservation community to work for marine and coastal conservation. -
ENVIRONMENT in COASTAL ENGINEERING: DEFINITIONS and EXAMPLES** Cyril Galvin, M. ASCE* ABSTRACT in Current Usage, Environmental A
ENVIRONMENT IN COASTAL ENGINEERING: DEFINITIONS AND EXAMPLES** Cyril Galvin, M. ASCE* ABSTRACT In current usage, environmental aspects of coastal engineering design include aspects of ecology and aesthe- tics, as well as environment. In practice, the aspect of environment is a limited one, considering man's surround- ings, with the works of man left out. The increased consid- eration of environmental aspects over the past 15 years has brought real benefits to the coastal engineering profession, as well as obvious problems. One problem is a mythology of coastal processes that has become widely accepted. Priori- ties in coastal engineering design remain a structure that will last a useful lifetime and perform its intended func- tion without creating new problems. After satisfying these fundamental requirements, the structure should minimize ecological change, and fit pleasingly in its setting. INTRODUCTION Design and THE Environment. A coastal structure must remain standing when hit by the most severe waves, currents, and winds that can reasonably be expected during its intended lifetime. Waves, currents, and winds are basic elements of the physical environment. In this structural sense, good coastal engineering is always sensitive to the environment. But the designer who creates a structure that doesn't fall down has not necessarily solved a coastal problem. The structure must also perform a function, without creating significant new problems. it must reduce beach erosion, prevent flooding, maintain a channel, provide a quiet anchorage, convey liquids across the shore, or serve other functions. There are groins standing out at sea after the beach has eroded away; jetties exist that enclose a deposit of sand rather than a navigable waterway; some seawalls are regularly overtopped by moderate seas; water intakes are silted in.