The Impact of Sea-Level Rise and Climate Change on Department of Defense Installations on Atolls in the Pacific Ocean (RC-2334)

Total Page:16

File Type:pdf, Size:1020Kb

The Impact of Sea-Level Rise and Climate Change on Department of Defense Installations on Atolls in the Pacific Ocean (RC-2334) The Impact of Sea-Level Rise and Climate Change on Department of Defense Installations on Atolls in the Pacific Ocean (RC-2334) Report to the U.S. Department of Defense Strategic Environmental Research and Development Program Cover image: Wave-driven runup and flooding of Roi-Namur Island, Kwajalein Atoll, Republic of the Marshall Islands, on 3 March 2014. The Impact of Sea-Level Rise and Climate Change on Department of Defense Installations on Atolls in the Pacific Ocean (RC-2334) By Curt D. Storlazzi, Stephen Gingerich, Peter Swarzenski, Olivia Cheriton, Clifford Voss, Ferdinand Oberle, Joshua Logan, Kurt Rosenberger, Theresa Fregoso, Sara Rosa, Adam Johnson, and Li Erikson (U.S. Geological Survey) Don Field, Greg Piniak, Amit Malhotra, and Mark Finkbeiner (National Oceanic and Atmospheric Administration) Ap van Dongeran, Ellen Quataert, Arnold van Rooijen, Edwin Elias, and Mattijs Gawehn (Deltares) Annamalai Hariharasubramanian, Matthew Widlansky, Jan Hafner, and Chunxi Zhang (University of Hawaii) Report to the U.S. Department of Defense Strategic Environmental Research and Development Program Suggested citation: Storlazzi, C.D., et al., 2017, The Impact of Sea-Level Rise and Climate Change on Department of Defense Installations on Atolls in the Pacific Ocean (RC-2334): U.S. Geological Survey Administrative Report for the U.S. Department of Defense Strategic Environmental Research and Development Program, 121 p. Contents 1 Abstract ........................................................................................................................................................ 1 1.1 Project Objectives .................................................................................................................................. 1 1.2 Technical Approach ............................................................................................................................... 1 1.3 Results ................................................................................................................................................... 2 1.4 Benefits .................................................................................................................................................. 3 2 Introduction ................................................................................................................................................... 4 2.1 Project Objectives .................................................................................................................................. 4 2.2 Background ............................................................................................................................................ 5 2.3 Study Area ............................................................................................................................................. 6 3 Methods and Results .................................................................................................................................. 11 3.1 Topographic and Bathymetric Data ...................................................................................................... 11 3.1.1 Topographic Data Acquisition ........................................................................................................ 11 3.1.1.1 Geodetic control ...................................................................................................................... 11 3.1.1.2 Water level datums ................................................................................................................. 13 3.1.1.3 Topographic GPS surveys ...................................................................................................... 14 3.1.1.4 Terrestrial lidar scanning (TLS) ............................................................................................... 14 3.1.2 Bathymetric Data Acquisition ......................................................................................................... 17 3.1.2.1 Satellite data ........................................................................................................................... 17 3.1.2.2 Bathymetric field data acquisition ............................................................................................ 18 3.1.2.3 Image preprocessing .............................................................................................................. 20 3.1.2.4 Depth determination ................................................................................................................ 21 3.1.3 Bathymetric Data Accuracy Assessment ....................................................................................... 22 iii 3.1.4 Topographic and Bathymetric (“topobathy”) Digital Elevation Model (DEM) Creation ................... 27 3.1.4.1 Topographic and bathymetric (“topobathy”) digital elevation model (DEM) uncertainty analysis ............................................................................................................................................................ 29 3.2 Benthic Habitat Mapping ...................................................................................................................... 31 3.2.1 Benthic Habitat Classification and Hydrodynamic Friction ............................................................. 32 3.3 Terrestrial Habitat Mapping .................................................................................................................. 38 3.4 Future Oceanographic Modeling .......................................................................................................... 39 3.5 Oceanographic Data Acquisition .......................................................................................................... 41 3.6 Wave-driven Flood Modeling ................................................................................................................ 48 3.6.1 XBeach model description and options ......................................................................................... 49 3.6.2 XBeach One-Dimensional (1D) Hydrodynamic Modeling .............................................................. 51 3.6.2.1 XBeach 1D model calibration and validation ........................................................................... 52 3.6.2.2 XBeach 1D model insights into important hydrodynamic and geomorphic properties ............. 55 3.6.3 XBeach Two-Dimensional (2D) Hydrodynamic and Wave-driven Flood Modeling ........................ 57 3.6.3.1 XBeach 2D model calibration and validation ........................................................................... 59 3.6.3.2 XBeach 2D modeling results ................................................................................................... 62 3.7 Future Meteorologic Modeling .............................................................................................................. 63 3.7.1 Global Climate Model Selection ..................................................................................................... 63 3.7.2 Storm Characteristics .................................................................................................................... 69 3.8 Groundwater Data Acquisition .............................................................................................................. 71 3.8.1 Groundwater Physical and Chemical Properties ........................................................................... 71 3.8.2 Electrical Resistivity ....................................................................................................................... 72 3.8.3 Submarine Groundwater Discharge .............................................................................................. 72 3.8.4 Groundwater Tidal Lag and Efficiency ........................................................................................... 73 iv 3.8.5 Tidal Oscillation Effect on Groundwater ........................................................................................ 74 3.8.6 Submarine Groundwater Discharge and Groundwater Geochemistry ........................................... 76 3.8.7 Large Rain Event Impact on Groundwater .................................................................................... 76 3.8.8 March 2014 Overwash Event’s Impact on Groundwater ............................................................... 77 3.8.9 Long-term Precipitation Impact on Groundwater ........................................................................... 78 3.8.10 Sea-level Change Impact on Groundwater .................................................................................. 79 3.9 Groundwater Modeling ......................................................................................................................... 80 3.9.1 Hydrogeologic Setting and SUTRA Groundwater Model ............................................................... 81 3.9.1.1 Roi-Namur Island .................................................................................................................... 81 3.9.1.2 The 2008 seawater flooding event and its impact on the freshwater supply ........................... 83 3.9.1.3 SUTRA model of Roi groundwater .......................................................................................... 85 3.9.2 SUTRA Simulation of the 2008 Seawater Overwash and Flooding Event ..................................... 86 3.9.2.1 Initial salinization ....................................................................................................................
Recommended publications
  • 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.
    [Show full text]
  • 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).
    [Show full text]
  • 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.
    [Show full text]
  • Modeling Groundwater Rise Caused by Sea-Level Rise in Coastal New Hampshire Jayne F
    Journal of Coastal Research 35 1 143–157 Coconut Creek, Florida January 2019 Modeling Groundwater Rise Caused by Sea-Level Rise in Coastal New Hampshire Jayne F. Knott†*, Jennifer M. Jacobs†, Jo S. Daniel†, and Paul Kirshen‡ †Department of Civil and Environmental Engineering ‡School for the Environment University of New Hampshire University of Massachusetts Boston Durham, NH 03824, U.S.A. Boston, MA 02125, U.S.A. ABSTRACT Knott, J.F.; Jacobs, J.M.; Daniel, J.S., and Kirshen, P., 2019. Modeling groundwater rise caused by sea-level rise in coastal New Hampshire. Journal of Coastal Research, 35(1), 143–157. Coconut Creek (Florida), ISSN 0749-0208. Coastal communities with low topography are vulnerable from sea-level rise (SLR) caused by climate change and glacial isostasy. Coastal groundwater will rise with sea level, affecting water quality, the structural integrity of infrastructure, and natural ecosystem health. SLR-induced groundwater rise has been studied in coastal areas of high aquifer transmissivity. In this regional study, SLR-induced groundwater rise is investigated in a coastal area characterized by shallow unconsolidated deposits overlying fractured bedrock, typical of the glaciated NE. A numerical groundwater-flow model is used with groundwater observations and withdrawals, LIDAR topography, and surface-water hydrology to investigate SLR-induced changes in groundwater levels in New Hampshire’s coastal region. The SLR groundwater signal is detected more than three times farther inland than projected tidal flooding from SLR. The projected mean groundwater rise relative to SLR is 66% between 0 and 1 km, 34% between 1 and 2 km, 18% between 2 and 3 km, 7% between 3 and 4 km, and 3% between 4 and 5 km of the coastline, with large variability around the mean.
    [Show full text]
  • Fresh Groundwater Lens Development in Small Islands Under a Changing Climate
    FRESH GROUNDWATER LENS DEVELOPMENT IN SMALL ISLANDS UNDER A CHANGING CLIMATE A Dissertation Presented to The Academic Faculty by Yuening Tang In Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy in the School of Civil and Environmental Engineering Georgia Institute of Technology May 2021 COPYRIGHT © 2021 BY YUENING TANG FRESH GROUNDWATER LENS DEVELOPMENT IN SMALL ISLANDS UNDER A CHANGING CLIMATE Approved by: Dr. Jian Luo, Advisor Dr. Yi Deng School of Civil and Environmental School of Earth and Atmospheric Engineering Science Georgia Institute of Technology Georgia Institute of Technology Dr. Jingfeng Wang Dr. Chunhui Lu School of Civil and Environmental College of Water Conservancy and Engineering Hydropower Engineering Georgia Institute of Technology Hohai University Dr. Kevin A. Haas School of Civil and Environmental Engineering Georgia Institute of Technology Date Approved: May 2021 ACKNOWLEDGEMENTS I would like to express my deepest appreciation to my supervisor Dr. Jian Luo for his invaluable guidance and continuous support during my Ph.D. study. It’s extremely lucky and a great honor for me to have such a kind and knowledgeable supervisor in my Ph.D. career. His endless pursuit of knowledge and the patient yet serious attitude to student will enlighten my future career and be my lifetime fortune. My gratitude to Dr. Jian Luo would never come to an end. I would also like to thank my committee members: Dr. Jingfeng Wang, Dr. Kevin A. Haas, Dr. Yi Deng and Dr. Chunhui Lu for their constructive and insightful suggestions which help me to complete the thesis. I gratefully acknowledge the partial financial support from China Scholarship Council.
    [Show full text]
  • Coastal Risk Assessment for Ebeye
    Coastal Risk Assesment for Ebeye Technical report | Coastal Risk Assessment for Ebeye Technical report Alessio Giardino Kees Nederhoff Matthijs Gawehn Ellen Quataert Alex Capel 1230829-001 © Deltares, 2017, B De tores Title Coastal Risk Assessment for Ebeye Client Project Reference Pages The World Bank 1230829-001 1230829-00 1-ZKS-OOO1 142 Keywords Coastal hazards, coastal risks, extreme waves, storm surges, coastal erosion, typhoons, tsunami's, engineering solutions, small islands, low-elevation islands, coral reefs Summary The Republic of the Marshall Islands consists of an atoll archipelago located in the central Pacific, stretching approximately 1,130 km north to south and 1,300 km east to west. The archipelago consists of 29 atolls and 5 reef platforms arranged in a double chain of islands. The atolls and reef platforms are host to approximately 1,225 reef islands, which are characterised as low-lying with a mean elevation of 2 m above mean sea leveL Many of the islands are inhabited, though over 74% of the 53,000 population (2011 census) is concentrated on the atolls of Majuro and Kwajalein The limited land size of these islands and the low-lying topographic elevation makes these islands prone to natural hazards and climate change. As generally observed, small islands have low adaptive capacity, and the adaptation costs are high relative to the gross domestic product (GDP). The focus of this study is on the two islands of Ebeye and Majuro, respectively located on the Ralik Island Chain and the Ratak Island Chain, which host the two largest population centres of the archipelago.
    [Show full text]
  • Statistical Yearbook, 2017
    REPUBLIC OF THE MARSHALL ISLANDS STATISTICAL YEAR BOOK 2017 Economic Policy, Planning and Statistics Office (EPPSO) Office of the President Republic of the Marshall Islands RMI Statistical Yearbook, 2017 Statistical Yearbook 2017 Published by: Economic Policy, Planning and Statistics Office (EPPSO), Office of the President, Republic of the Marshall Islands Publication Year: June, 2018 Technical support was provided by Inclusive Growth Thematic cluster, UNDP, Pacific Office, Suva, Fiji Disclaimer The opinions expressed herein are those of the author and do not necessarily reflect the views of the UNDP or EPPSO. The pictures used in this publication are mostly taken from the Google search and some from the respective organization’s websites. EPPSO is not responsible if there is any violation of “copy right” issue related with any of them. 1 RMI Statistical Yearbook, 2017 TABLE OF CONTENTS PREFACE ...................................................................................................................................... 5 FOREWORD .................................................................................................................................. 6 LIST OF ACRONYMS ...................................................................................................................... 7 SUGGESTED NOTES PRIOR TO READING THIS PUBLICATION .......................................................... 10 BRIEF HISTORY OF REPUBLIC OF THE MARSHALL ISLANDS ............................................................. 12 REPUBLIC
    [Show full text]
  • Learning About Climate Change the Pacific Way a Guide for Pacific Teachers Tuvalu Learning About Climate Change the Pacific Way
    Source: Carol Young Source: Source: SPC Learning about climate change the Pacific way A guide for Pacific teachers Tuvalu Learning about climate change the Pacific way A guide for Pacific teachers Tuvalu Compiled by Coping with Climate Change in the Pacific Island Region Deutsche Gesellschaft für Internationale Zusammenarbeit (GIZ) and Secretariat of the Pacific Community Secretariat of the Pacific Community Deutsche Gesellschaft für Internationale Zusammenarbeit (GIZ) 2015 © Copyright Secretariat of the Pacific Community (SPC) and Deutsche Gesellschaft für Internationale Zusammenarbeit (GIZ), 2015 All rights for commercial/for profit reproduction or translation, in any form, reserved. SPC and GIZ authorise the partial reproduction or translation of this material for scientific, educational or research purposes, provided that SPC, GIZ, and the source document are properly acknowledged. Permission to reproduce the document and/or translate in whole, in any form, whether for commercial/for profit or non-profit purposes, must be requested in writing. Original SPC/GIZ artwork may not be altered or separately published without permission. Original text: English Secretariat of the Pacific Community Cataloguing-in-publication data Learning about climate change the Pacific way: a guide for pacific teachers – Tuvalu / compiled by Coping with Climate Change in the Pacific Island Region, Deutsche Gesellschaft für Internationale Zusammenarbeit and the Secretariat of the Pacific Community 1. Climatic changes — Tuvalu. 2. Environment — Management —
    [Show full text]
  • Insects and Other Arthropods from Kwajalein Atoll (Marshall Islands)
    Vol. XXI, No. 2, December, 1972 271 Insects and other Arthropods from Kwajalein Atoll (Marshall Islands) Bernard B. Sugerman U. S. ARMY, HAWAII Kwajalein Atoll is located in the Ralik (Sunset or Western) Chain of the Marshall Islands in the West Central Pacific Ocean. It is 2100 nautical miles southwest of San Francisco. Lying less than 700 miles north of the Equator, Kwajalein is in the latitude of Panama and the southern Philippines; it is in the longitude of New Zealand, 2300 miles south, and the Kamchatka Peninsula, USSR, 2600 miles north. Kwajalein Atoll is of coral reef formation in the shape of a crescent loop enclosing a lagoon. Situated on the reef are approximately 100 small islands, with a total land area of only 5.6 square miles (3584 acres). The three largest islets, Kwajalein (1.2 square miles), Roi-Namur and Ebadon, at the extremities of the Atoll, account for nearly half the total land area. While the typical size of the remaining isles may be about 140 by 225 m, the smallest islands are no more than sand cays that merely break the water's surface at high tide. The lagoon enclosed by the reef is the world's largest lagoon, having a surface area of 902 square miles. The Atoll's longest dimension is 75 miles from Kwajalein to Ebadon, and its average width is about 15 miles. Kwajalein Islet at the Atoll's southern tip and Roi-Namur at its northern extremity are 50 miles apart. All islets are flat and few natural points exceed 15 feet above mean sea level; those which do are sand dunes.
    [Show full text]
  • Topography of the Basement Rock Northern Guam Lens
    TOPOGRAPHY OF THE BASEMENT ROCK BENEATH THE NORTHERN GUAM LENS AQUIFER AND ITS IMPLICATIONS FOR GROUNDWATER EXPLORATION & DEVELOPMENT by Vann, D.T. Bendixson, V.M. Roff, D.F. Habana, N.C. Simard, C.A. Schumann, R.M. Jenson, J.W. TOPOGRAPHY OF THE BASEMENT ROCK BENEATH THE NORTHERN GUAM LENS AQUIFER AND ITS IMPLICATIONS FOR GROUNDWATER EXPLORATION AND DEVELOPMENT by David T. Vann Vivianna M. Bendixson Douglas F. Roff Christine A. Simard Robert M. Schumann Nathan C. Habana John W. Jenson Technical Report No. 142 August 2014 TOPOGRAPHY OF THE BASEMENT ROCK BENEATH THE NORTHERN GUAM LENS AQUIFER AND ITS IMPLICATIONS FOR GROUNDWATER EXPLORATION AND DEVELOPMENT by David T. Vann1 Vivianna M. Bendixson1 Douglas F. Roff 2 Christine A. Simard1 3 Robert M. Schumann Nathan C. Habana1 John W. Jenson1 1Water and Environmental Research Institute of the Western Pacific University of Guam UOG Station, Mangilao, Guam 96923 2AECOM Technical Services 7807 Convoy Court, Suite 200 San Diego, CA 92111 3AECOM Technical Services 10461 Old Placerville Road, Suite 170 Sacramento, CA 95827 Technical Report No. 142 August 2014 Acknowledgements: Initial work described herein was funded by the Guam Hydrologic Survey through the University of Guam Water and Environmental Research Institute of the Western Pacific. The most recent work was funded by the Pacific Islands Water Science Center, U.S. Geological Survey, Department of the Interior: “Hydrogeological Database of Northern Guam,” grants numbered G10AP0092 and G11AP20225. The authors wish to thank Todd Presley, Travis Hylton, and Kolja Rotzoll for helpful comments and suggestions, and Steve Gingerich for contributions and detailed reviews of both the map and technical report.
    [Show full text]
  • Estimatimg Aquifer Salinity from Airborne Electromagnetic Surveys
    First International Conference on Saltwater Intrusion and Coastal Aquifers— Monitoring, Modeling, and Management. Essaouira, Morocco, April 23–25, 2001 Characterization of freshwater lenses for construction of groundwater flow models on two sandy barrier islands, Florida, USA J.C. Schneider and S.E. Kruse University of South Florida, Tampa, FL, USA ABSTRACT Groundwater models are being constructed to evaluate the impact of increased development on two adjacent sandy barrier islands on the northern Gulf coast of Florida, USA. To characterize the hydrostratigraphy and seasonal variability we are conducting resistivity and electromagnetic profiles across the freshwater lens and seepage meter and well sampling of freshwater fluxes and heads. The islands, Dog Island and St. George Island, are a “drumstick” and a strip barrier island, ~100-2000 m x 10 km and ~250-1000 m x 40 km, respectively. Dog Island relies exclusively on shallow, mostly nearshore, wells for its water supply. St. George Island has a much higher population density and meets most of its water demands via an aqueduct from the mainland. Potential effects on the hydrostratigraphy of St. George Island from the artificial recharge include increased freshwater lens volume, increased submarine groundwater discharge (SGD) rates, and a degradation of groundwater quality. Both islands use septic systems as the primary means of waste disposal. The maximum lens thickness on both islands is shifted seaward of the island’s center and ranges from ~2 to 25 m on Dog Island, and from ~5 to 30 m on St. George Island. The lenses extend down through unconsolidated sands into underlying limestone. Density-dependent groundwater flow models show that a spatially variable recharge, correlated with vegetation, can account for the asymmetry observed in the freshwater lenses.
    [Show full text]
  • Diagnostic Report Tuvalu
    Sustainable Integrated Water Resources and Wastewater Management in Pacific Island Countries National Integrated Water Resource Management Diagnostic Report Tuvalu Published Date: November 2007 Draft SOPAC Miscellaneous Report 647 ACRONYMS AusAID Australian Agency for International Development EU European Union FAO Food and Agriculture Organization FFA Foreign Fisheries Agency GEF Global Environment Facility HYCOS Hydrological Cycle Observing System GPA Global Programme of Action for the Protection of Marine Environment form Land Based Activities IWRM Integrated Water Resources Management IWP International Waters Programme JICA Japanese International Cooperation Agency MPWE Ministry of Public Works and Energy MNRLE Ministry of Natural Resources, Lands and Environment FCA Funafuti Conservation Area FD Fisheries Department MDG Millennium Development Goals MPA Marine Protected Areas NAFICOT National Fishing Corporation of Tuvalu NTF National Task Force NEMS National Environment Management Strategy NZAID New Zealand Overseas Development Assistance PIC Pacific Island Countries PWD Public Works Division SAP Strategic Action Programme SOPAC Pacific Islands Applied Geoscience Commission SPREP South Pacific Regional Environment Programme TANGO Tuvalu Association for Non-Government Organisation UNDP United Nations Development Programme UNESCO United Nations Economic Social and Cultural Organisation USAID United States Agency for International Development WHO World Health Organization WSSD World Summit for Sustainable Development Sustainable Integrated
    [Show full text]