Coastal Risk Assessment for Ebeye
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Case Study: Majuro Atoll, Republic of the Marshall Islands
SPREP Reports and Studies Series no. 60 Vulnerability Assessment for Accelerated Sea Level Rise Case Study: Majuro Atoll, Republic of the Marshall Islands P. Holthus, M. Crawford C. Makroro and S. Sullivan South Pocific Regionol Environment Progromme Soufh Pocific Regionol Environment Progromme Vulnerability Assessment of Accelerated Sea Level Rise Case Study: Majuro Atoll, Marshall Islands Holthus, P. Crawford' M. Project Officer (Scientist), SPREP Republic of the Marshall Islands Envimnmental Protection Authority Makroro, C. Sullivan, S. Assistant Chief Planner Consultant Engineer Republic of the Marshall Islands Sea Engineering, Inc. Office of Planning and Statistics Waimanalo, Hawaii Fundedby United States National Oceanic and Atmospheric Administration (NOAA) Apia, Western Samoa December 1992 Foreword In the Pacific, where the sea meets the shore, the forces of nature have always challenged human activities. These activities often increase the vulnerability of coastal areas to changes in sea level. The majority of the coastal areas now face erosion, flooding, loss of wetlands and contamination of water through inundation by rising seas. Coral and sand mining, destruction of mangroves and construction of dams and causeways all disturb the natural equilibrium p"ocesses that could help reduce the erosion, flooding and other potential impacts caused by accelerated sea level rise. These environmental issues can be traced to high population densities and the continuing rapid rate of population growth in the atoll nations of the region. So, population problems are important and often associated with increased urbanisation and growth in the established population centres. Population growth and urbanisation will increase the number of people vulnerable to sea level rise. More stress on coastal resources, especially for the small islands,, woultl be due to human-induced climate change and changes in the sea levels. -
Skills Training and Vocational Education Project
Completion Report Project Number: 33166 Loan Number: 1791 November 2006 The Marshall Islands: Skills Training and Vocational Education Project Asian Development Bank CURRENCY EQUIVALENTS The currency unit of the Republic of the Marshall Islands is the US dollar. ABBREVIATIONS ADB – Asian Development Bank CMI – College of the Marshall Islands EA – executing agency IDMP – Infrastructure Development and Maintenance Project JHS – Jaluit High School MIA – Ministry of Internal Affairs MIHS – Marshall Islands High School (Majuro) MIS – management information system MOE – Ministry of Education NGO – nongovernment organization NIHS – Northern Islands High School (Wotje) NTC – National Training Council NVTI – National Vocational Training Institute PIU – project implementation unit PSC – project steering committee RMI – Republic of the Marshall Islands SDR – special drawing rights SEG – supplementary education grant TA – technical assistance TOR – terms of reference WAM – Waan Aelon in Majel WIA – Work Investment Act WIB – Work Investment Board WTMIC – Women’s Training and Marketing Center NOTES (i) The fiscal year (FY) of the Government ends on 30 September. FY before a calendar year denotes the year in which the fiscal year ends. (ii) In this report, “$” refers to US dollars. Vice President C.L. Greenwood, Operations 2 Director General P. Erquiaga, Pacific Department Director I. Bhushan, Area B, Pacific Department Team leader S. Pollard, Principal Programs Coordination Specialist, Pacific Department Team member J. Sarvi, Principal Education Specialist, Pacific Department A. Salvador, Associate Project Analyst, Pacific Department CONTENTS Page BASIC DATA i I. PROJECT DESCRIPTION 1 II. EVALUATION OF DESIGN AND IMPLEMENTATION 1 A. Relevance of Design and Formulation 1 B. Project Outputs 2 C. Project Cost and Financial Plan 8 D. -
Resettlement Plan Due Diligence Report
Ebeye Water Supply and Sanitation Project (Additional Financing) (RRP RMI 46346) Due Diligence Report Project Number: 46346-003 Date: October 2020 Republic of the Marshall Islands: Ebeye Water Supply and Sanitation Project (Additional Financing) Prepared by the Kwajalein Atoll Joint Utility Resources, Inc. (KAJUR) for the Asian Development Bank. This due diligence report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, management, or staff, and may be preliminary in nature. Your attention is directed to the “terms of use” section of this website. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area. ABBREVIATIONS ADB – Asian Development Bank ASPA – American Samoa Power Authority COVID-19 – coronavirus disease DBO – design-build-operate DDR – due diligence report EA – executive agency (MOF) EIA – environmental impact assessment EMP – environmental management plan EWSSP – Ebeye Water Supply and Sanitation Project FY – Financial year GORMI – Government of the Republic of the Marshall Islands GRM – grievance redress mechanism IA – implementing agency (MOI) KADA – Kwajalein Atoll Development Authority KAJUR – Kwajalein Atoll Joint Utility Resources Inc. PMU – Project Management Unit PSC – project steering committee RMI – Republic of the Marshall Islands SPS – Safeguards Policy Statement WEIGHTS AND MEASURES ha - hectare m - meter m2 - square meter m3 - cubic meter TEU - twenty-foot equivalent units ii EXECUTIVE SUMMARY On 28 September 2015, the Asian Development Bank (ADB) approved a project grant for the administration of the Ebeye Water Supply and Sanitation Project (EWSSP). -
Coastal Processes and Longshore Sediment Transport Along Krui Coast, Pesisir Barat of Lampung
ICOSITER 2018 Proceeding Journal of Science and Applicative Technology Coastal Processes and Longshore Sediment Transport along Krui Coast, Pesisir Barat of Lampung Trika Agnestasia Tarigan 1, Nanda Nurisman 1 1 Ocean Engineering Department, Institut Teknologi Sumatera, Lampung Selatan, Lampung Abstract. Longshore sediment transport is one of the main factors influencing coastal geomorphology along the Krui Coast, Pesisir Barat of Lampung. Longshore sediment transport is closely related to the longshore current that is generated when waves break obliquely to the coast. The growth of waves depends upon wind velocity, the duration of the wind, and the distance over which the wind blow called fetch. The daily data of wind speed and direction are forecast from European Centre for Medium-Range Weather Forecasts (ECMWF). This study examines for predicting longshore sediment transport rate using empirical method. The wave height and period were calculated using Shore Protection Manual (SPM) 1984 method and the longshore sediment transport estimation based on the CERC formula, which also includes the wave period, beach slope, sediment grain size, and breaking waves type. Based on the use CERC formula it is known that from the Southeast direction (Qlst(1) ) the sediment transport discharge is 2.394 m3/s, in 1 (one) year the amount of sediment transport reaches 75,495,718 m3/s. 3 Whereas from the northwest direction of (Qlst(2)) the sediment transport debit is 2.472 m /s, in 1 (one) year the amount of sediment transport reaches 77,951,925 m3/s. 1. Introduction The geographical condition of Krui Coast which is directly adjacent to the Indian Ocean makes this area get a direct influence from the physical parameters of the sea, which is the wave. -
United States Army Garrison- Kwajalein Atoll Information Handbook
United States Army Garrison- Kwajalein Atoll Information Handbook Produced by DYNCORP INTERNATIONAL LLC Last updated: 4 September 2019 U.S. ARMY GARRISON KWAJALEIN ATOLL/ REAGAN TEST SITE U.S. ARMY INSTALLATION MANAGEMENT COMMAND KWAJALEIN ATOLL, MARSHALL ISLANDS I. INSTALLATION DATA Name of Site: The installation is currently called “United States Army Garrison - Kwajalein Atoll/ Ronald Reagan Ballistic Missile Defense Test Site” (USAG-KA/RTS) effective 01 October 2013. The installation has undergone multiple name changes since its inception: U.S. Army Kwajalein Atoll/ Ronald Reagan Ballistic Missile Defense Test Site (USAKA/RTS) from 15 June 2001 to 01 October 2013; U.S. Army Kwajalein Atoll/ Kwajalein Missile Range (USAKA/KMR) from 01 March 1998 to 15 June 2001; U.S. Army Kwajalein Atoll (USAKA) from 14 November 1986 to 30 September 1997; Kwajalein Missile Range (KMR) from 15 April 1968 to 13 November 1986; Kwajalein Test Site from 1 July 1964 to 14 April 1968. Between 1945 and 30 June 1964, while under the command of the United States Navy, the installation was referred to at various times as the Navy Operating Base Kwajalein, Naval Air Station Kwajalein, Naval Station Kwajalein and Pacific Missile Range Facility (PMRF) Kwajalein. Site Number: NQ100 [for Military Real Property Inventory purposes, assigned by the U.S. Army Chief of Engineers per paragraph 2.2.1 (3) of AR 405-45] U.S. Mail Address: PSC 701-PO Box 26, APO AP 96555-0001 Status: USAG-KA/RTS is a Class II site (Active) of the United States Army and is designated a subordinate activity of the U.S. -
Wintertime Coastal Upwelling in Lake Geneva: an Efficient Transport
RESEARCH ARTICLE Wintertime Coastal Upwelling in Lake Geneva: An 10.1029/2020JC016095 Efficient Transport Process for Deepwater Key Points: • Coastal upwelling during winter in a Renewal in a Large, Deep Lake large deep lake was investigated by Rafael S. Reiss1 , U. Lemmin1, A. A. Cimatoribus1 , and D. A. Barry1 field observations, 3‐D numerical modeling, and particle tracking 1Ecological Engineering Laboratory (ECOL), Faculty of Architecture, Civil and Environmental Engineering (ENAC), • Upwelled water masses originating from the deep hypolimnion spend Ecole Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland up to 5 days near the surface before descending back into that layer • Wintertime coastal upwelling is an Abstract Combining field measurements, 3‐D numerical modeling, and Lagrangian particle tracking, fi ef cient yet overlooked process for we investigated wind‐driven, Ekman‐type coastal upwelling during the weakly stratified winter period deepwater renewal in large deep lakes with favorable wind conditions 2017/2018 in Lake Geneva, Western Europe's largest lake (max. depth 309 m). Strong alongshore wind stress, persistent for more than 7 days, led to tilting and surfacing of the thermocline (initial depth Supporting Information: 75–100 m). Observed nearshore temperatures dropped by 1°C and remained low for 10 days, with the lowest • Supporting Information S1 temperatures corresponding to those of hypolimnetic waters originating from 200 m depth. Nearshore • Movie S1 current measurements at 30 m depth revealed dominant alongshore currents in the entire water column − (maximum current speed 25 cm s 1) with episodic upslope transport of cold hypolimnetic waters in the fi ‐ Correspondence to: lowest 10 m mainly during the rst 3 days. -
Coastal Dynamics 2017 Paper No. 156 513 How Tides and Waves
Coastal Dynamics 2017 Paper No. 156 How Tides and Waves Enhance Aeolian Sediment Transport at The Sand Motor Mega-nourishment , 1,2 1 1 Bas Hoonhout1 2, Arjen Luijendijk , Rufus Velhorst , Sierd de Vries and Dano Roelvink3 Abstract Expanding knowledge concerning the close entanglement between subtidal and subaerial processes in coastal environments initiated the development of the open-source Windsurf modeling framework that enables us to simulate multi-fraction sediment transport due to subtidal and subaerial processes simultaneously. The Windsurf framework couples separate model cores for subtidal morphodynamics related to waves and currents and storms and aeolian sediment transport. The Windsurf framework bridges three gaps in our ability to model long-term coastal morphodynamics: differences in time scales, land/water boundary and differences in meshes. The Windsurf framework is applied to the Sand Motor mega-nourishment. The Sand Motor is virtually permanently exposed to tides, waves and wind and is consequently highly dynamic. In order to understand the complex morphological behavior of the Sand Motor, it is vital to take both subtidal and subaerial processes into account. The ultimate aim of this study is to identify governing processes in aeolian sediment transport estimates in coastal environments and improve the accuracy of long-term coastal morphodynamic modeling. At the Sand Motor beach armoring occurs on the dry beach. In contrast to the dry beach, no armor layer can be established in the intertidal zone due to periodic flooding. Consequently, during low tide non-armored intertidal beaches are susceptible for wind erosion and, although moist, may provide a larger aeolian sediment supply than the vast dry beach areas. -
Militarization, Destruction, and the Search for a Remedy in the Marshall Islands
TRUST ISSUES: MILITARIZATION, DESTRUCTION, AND THE SEARCH FOR A REMEDY IN THE MARSHALL ISLANDS Shannon Marcoux* TABLE OF CONTENTS Introduction ........................................................................................ 100 I. United States Presence in the Marshall Islands: Historical Harm and Current Crises .................................................................. 103 A. New Name, Same Game: U.S. Colonization Becomes U.S. Trusteeship in the Marshalls ....................................................... 104 B. Slums and Suburbs: Displacement, Overcrowding, and the Creation of the “Ebeye Problem” .................................................. 109 C. Environmental Harm and its Impact on Human Health in Ebeye .............................................................................................. 113 II. Failed Obligations and Disregarded Rights: Kwajalein and Ebeye Under International and U.S. Law ........................................ 122 A. The United States Failed to Meet its Obligations Under the Trusteeship System ................................................................ 123 B. The Compact of Free Association and U.S. Law Deprive the Marshallese of a Remedy and Allow for Continued Human Rights Violations ............................................................. 132 * J.D. Candidate 2021, Columbia Law School; B.A. 2016, Fordham University. I am immensely grateful to my former students who opened my eyes to the gross injustices that Micronesian nations face at the hands of ongoing colonial -
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. -
Atoll Research Bulletin No. 503 the Vascular Plants Of
ATOLL RESEARCH BULLETIN NO. 503 THE VASCULAR PLANTS OF MAJURO ATOLL, REPUBLIC OF THE MARSHALL ISLANDS BY NANCY VANDER VELDE ISSUED BY NATIONAL MUSEUM OF NATURAL HISTORY SMITHSONIAN INSTITUTION WASHINGTON, D.C., U.S.A. AUGUST 2003 Uliga Figure 1. Majuro Atoll THE VASCULAR PLANTS OF MAJURO ATOLL, REPUBLIC OF THE MARSHALL ISLANDS ABSTRACT Majuro Atoll has been a center of activity for the Marshall Islands since 1944 and is now the major population center and port of entry for the country. Previous to the accompanying study, no thorough documentation has been made of the vascular plants of Majuro Atoll. There were only reports that were either part of much larger discussions on the entire Micronesian region or the Marshall Islands as a whole, and were of a very limited scope. Previous reports by Fosberg, Sachet & Oliver (1979, 1982, 1987) presented only 115 vascular plants on Majuro Atoll. In this study, 563 vascular plants have been recorded on Majuro. INTRODUCTION The accompanying report presents a complete flora of Majuro Atoll, which has never been done before. It includes a listing of all species, notation as to origin (i.e. indigenous, aboriginal introduction, recent introduction), as well as the original range of each. The major synonyms are also listed. For almost all, English common names are presented. Marshallese names are given, where these were found, and spelled according to the current spelling system, aside from limitations in diacritic markings. A brief notation of location is given for many of the species. The entire list of 563 plants is provided to give the people a means of gaining a better understanding of the nature of the plants of Majuro Atoll. -
TROPICAL STORM TALAS FORMATION and IMPACTS at KWAJALEIN ATOLL Tom Wright * 3D Research Corporation, Kwajalein, Marshall Islands
J16A.3 TROPICAL STORM TALAS FORMATION AND IMPACTS AT KWAJALEIN ATOLL Tom Wright * 3D Research Corporation, Kwajalein, Marshall Islands 1. INTRODUCTION 4,000 km southwest of Hawaii, 1,350 km north of the equator, or almost exactly halfway Tropical Storm (TS) 31W (later named Talas) between Hawaii and Australia. Kwajalein is the developed rapidly and passed just to the south of largest of the approximately 100 islands that Kwajalein Island (hereafter referred to as comprise Kwajalein Atoll and is located at 8.7° “Kwajalein”), on 10 December 2004 UTC. north and 167.7° east. Kwajalein is the southern-most island of Kwajalein Atoll in the Marshall Islands (see figure 2.2 Topography/Bathymetry 1). Despite having been a minimal tropical storm as it passed, TS Talas had a significant impact The islands that make up Kwajalein Atoll all lie not only on the residents of Kwajalein Atoll, but very near sea level with an average elevation of on mission operations at United States Army approximately 1.5 m above mean sea level. The Kwajalein Atoll (USAKA)/Ronald Reagan Test Site highest elevations are man-made hills which top (RTS). out at approximately 6 m above mean sea level. This paper will describe the development and evolution of TS Talas and its impacts on Kwajalein Atoll and USAKA/RTS. Storm data, including radar, satellite, and surface and upper air observations, and a summary of impacts will be presented. A strong correlation between Tropical Cyclone (TC) frequency and the phase of the El Niño Southern Oscillation (ENSO) has been observed for the Northern Marshall Islands. -
Functional Design of Coastal Structures
FUNCTIONALFUNCTIONAL DESIGNDESIGN OFOF David R. Basco, Ph.D, P.E. Director, The Coastal Engineering Center Old Dominion University,Norfolk, Virginia USA 23529 [email protected] DESIGNDESIGN OFOF COASTALCOASTAL STRUCTURESSTRUCTURES •• FunctionFunction ofof structurestructure •• StructuralStructural integrityintegrity •• PhysicalPhysical environmentenvironment •• ConstructionConstruction methodsmethods •• OperationOperation andand maintenancemaintenance OUTLINEOUTLINE •• PlanPlan formform layoutlayout - headland breakwaters - nearshore breakwaters - groin fields • WaveWave runuprunup andand overtopping*overtopping* - breakwaters and revetments (seawalls, beaches not covered here) •• WaveWave reflectionsreflections (materials(materials includedincluded inin notes)notes) * materials from ASCE, Coastal Engineering Short Course, CEM Preview, April 2001 SHORESHORE PARALLELPARALLEL BREAKWATERS:BREAKWATERS: HEADLANDHEADLAND TYPETYPE Design Rules, Hardaway et al. 1991 • Use sand fill to create tombolo for constriction from land • Set berm elevation so tombolo always present at high tide • Set Yg/Lg =• 1.65 for stable shaped beach • Set Ls/Lg = 1 • Always combine with new beach fill • See CEM 2001 V-3 for details KEYKEY VARIABLESVARIABLES FORFOR NEARSHORENEARSHORE BREAKWATERBREAKWATER DESIGNDESIGN Dally and Pope, 1986 Definitions: Y = breakwater distance from nourished shoreline Ls = length of breakwater Lg = gap distance d = water depth at breakwater (MWL) ds = water depth• at breakwater (MWL) •Tombolo formation: Ls/Y = 1.5 to 2 single = 1.5 system •Salient formation: Ls/ = 0.5 to 0.67 = 0.125 long systems (a) (b) Process Parameter Description 1. Bypassing Dg/Hb Depth at groin tip/breaking wave height 2. Permeability • Over-passing Zg (y) Groin elevation across profile, tidal range • Through-passing P(y) Grain permeability across shore • Shore-passing Zb/R Berm elevation/runup elevation 3. Longshore transport Qn/Qg Net rate/gross rate Property Comment 1. Wave angle and wave height Accepted.