Summary Report the Coastal

Total Page:16

File Type:pdf, Size:1020Kb

Summary Report the Coastal State of Delaware DELAWARE GEOLOGICAL SURVEY Robert R. Jordan, State Geologist OPEN FILE REPORT NO. 37 SUMMARY REPORT THE COASTAL STORM OF DECEMBER 10-14,1992 DELAWARE AND MARYLAND By Kelvin W. Ramsey' John H. Talley' Darlene V. Wells2 'Delaware Geological Survey 2Maryland Geological Survey University of Delaware Newark, Delaware February 1993 CONTENTS Page CLIMATIC CONDITIONS FOR THE STORM OF DECEMBER 10-14,1992 . 1 GEOLOGIC OBSERVATIONS 19 SUMMARY 20 CONCLUSIONS ............................................... .. 22 GEOLOGIC OBSERVATIONS· MARYLAND. ...... .. .... .... .......... .. 24 ACKNOWLEDGMENTS. ......................................... .. 28 FIGURES Figure 1. Track of Storm - December 11-12, 1992. 2 Figure 2. Location of Weather and TIde Gage Stations. 3 Figure 3. TIde Gage Data. 10 Figure 4. Digital TIde Gage Station Records - December 9-15, 1992. ........ .. 16 Figure 5. Storm track locations and wind directions at the University of Delaware Agricultural Station near Georgetown, DE, January 4, 1992 and December 11-12, 1992. ................ .. 21 Figure 6. Location of profile lines within Assateague Island State Park.. 26 Figure 7. Pre- and post-storm beach profiles collected in Assateague Island State Park 27 TABLES Table 1. Precipitation Data - December 10-14, 1992 1 Table 2. Wind and Barometric Pressure Data - December 10-14, 1992 4 Table 3. Selected Predicted High and Low Tides -December 9-12, 1992. 9 Table 4. Maximum Heights of Tide ................................. .. 11 Table 5. Comparison of historical highest water levels and highest recorded levels during the December, 1992 storm.. 12 Table 6. Selected Tidal Stations - October 31, 1991, January 4, 1992, December 11, 12, 1992. 13 Table 7. Tidal Crest Stage Stations 14 Table 8. Wave heights and wave periods recorded during the December storm by the CERC wave gage located offshore Ocean City, Maryland 18 PREFACE The DGS (Delaware Geological Survey) regularly compiles and evaluates a variety of hydrologic and geologic data. Special efforts are made to obtain detailed measurements, sometimes under difficult conditions, during and following extreme events such as storms, floods, droughts, and earthquakes. Through rapid collection and dissemination of data, the DGS assists those agencies with emergency response responsibilities in evaluating and predicting conditions during specific events. Following such events, the DGS routinely compiles information and prepares reports and maps to help assess the nature and effects of events and to predict the impact of future ones. Although most such reports and maps are not formally published, they are available and are used by officials and citizens. The DGS encourages the exchange of data about such events collected by various agencies so that as complete record as possible may be assembled for use by each unit. This report represents the beginning of a cooperative effort with the Maryland Geological Survey to compile and report data for coastal storms that affect the upper Delmarva Peninsula. Data and observations from Maryland were provided by the Maryland Geological Survey and are included in this report. CLIMATIC CONDffiONS FOR THE STORM OF DECEMBER 10-14, 1992 Su=ary of Storm Activity! On December 10, a low pressure system moved rapidly north-northwest from eastern North Carolina and Virginia, up the Chesapeake Bay to a position just west of Chestertown in Kent County, Maryland by 0700 on December 11. The system then moved irregularly to the southeast, stalled for several hours over Georgetown, Delaware, and proceeded offshore early on December 12. Approximate locations of the storm's track are shown on Figure 1. The storm had associated rain that contributed to some local stream flooding and high winds that created strong surf and waves. The waves were compounded by an astronomical high tide (full moon) to produce coastal flooding along Delaware Bay and some breaching of the dunes along the Atlantic coast. The position of the storm offshore blew north-northeast winds onto the coast and abnormally high tides continued through December 15. The following tables (1-8) and figures (1-7) are compilations of data collected after the storm. Table 1. Precipitation Data - December 10-14, 1992 December 10 11 12 13 14 Total Location (inches) (inches) Salisbury, MD FAA - Airport 2.12 0.69 0.09 2.90 Assateague Island National Seashore Weather Station 1.60 0.13 0.Q3 1.76 Lewes, DE 0.17 1.62 0.06 0.05 T 1.90 Georgetown, DE (U of D) 0.00 1.60 0.25 0.21 2.06 Greenwood, DE 0.61 0.67 0.10 0.07 1.45 Dover Air Force Base 1.10 0.43 0.11 T 1.64 Dover, DE (DeIDOT) 0.06 1.48 0.09 0.07 0.03 1.73 New Castle, DE (NWS) 1.15 1.50 0.06 2.71 Porter Res., Wilmington, DE 1.03 1.47 0.61 0.01 3.12 1 Source of information: National Weather Service (NWS) 1 Figure 1. Track of Storm - December 11-12, 1992. N J.~ o IL-......"O--''----'--'-,·.~O-' ! I 1 K~ • I I wI ~I I j/ ~f -._----.._--------_.--------------_ .... 2 Figure 2. Location of Weather and Tide Gage Stations. .ljll~I..~,~'" I '"'_ e... ~ toUNlT •."'~rpl\T ""r'ijllli JIIW t'ASYl.E I \ , \,.---;;-;;~;~~- ,. D ill JUDDLETnH 3'.20' 11ll DonI b_""~" __..ll'J lilLI:' ,.J".'A..--' } 4. CEIl.UI c:DzX --m-- I JI'LI"OllP ... tllll:-~l" SUfJDlIl , _I' r-----;.../ , GKUHlrOOD , '.".~ ~ ~ ......,.... .. -. \ < lit SE.lI'ORD < ~ o o o , '!II , ,.."'" < 31.30' \ , '-- -- ---- ------ - -------- jHdU'li'IW-- -- WAR YL ... If D 3 Table 2. Wind and Barometric Pressure Data - December 10-14, 1992 u. s. Coast Guard Station University of Delaware Agricultural Station Indian River, DE Georgetown, DE Time Wind Wind Maximum Barometric TIme Wind Wind Maximum Barometric Date (ES1) Direction Velocity Gusts Pressure Date (ES1) Direction Velocity Gusts Pressure (mph) (mph) (mph) (mph) Dec 8 0700 NNW 9 30.11 Dec 8 0100 N31°W 7.8 13.2 29.99 0900 NNW 9 30.16 0400 N31°W 6.2 11.3 30.01 1200 NNW 9 30.17 0700 N4O"W 5.3 9.8 3005 1500 N 10 30.19 1000 N16"W 9.8 17.8 30.10 1800 NNW 10 30.20 1300 N27"W 9.4 19.3 30.06 2100 NNW 10 30.21 1600 N44°W 9.1 14.9 30.08 1900 N47"'W 4.1 7.3 30.13 2200 N1SoW 2.5 5.1 30.17 Dec 9 0800 N 13 30.33 Dec 9 0100 N25°E 6.3 11.4 30.21 1100 N 12 30.40 0400 N7"W 3.4 6.3 30.24 1400 NE 12 30.36 0700 NI5"W 4.1 6.3 30.28 1700 N 7 30.38 1000 N &7 15.6 30.34 2000 NE 7 30.38 1300 N21"E 10.9 18.2 30.28 1600 N48°E 4.6 8.3 30.28 1900 SSS"E 1.5 2.6 30.30 2200 N24"E 1.2 2.5 30.29 Dec 100600 SE 24 30.22 Dec 10 0100 N87°E 1.8 3.2 30.26 0900 SE 32 30.14 0400 N61°E 2.8 &2 30.21 1200 ESE 35 30.02 0700 S84"E 4.2 13.8 30.10 1500 SE 35 29.88 1000 S74"E 9.6 17.1 30.04 1800 SE 35 29.70 1300 576°E 17.0 27.8 29.86 2100 SE 46 29.48 1600 574°E 20.1 33.3 29.71 1900 578°E 21.6 34.5 29.54 2200 N87"'E 20.5 37.0 29.35 Dec 11 0600 SSW 12 29.22 Dec 11 0100 579°E 9.3 23.4 27.40 1000 S 13 29.20 0400 S25"W 9.8 16.9 29.16 1500 S 12 29.20 0500 S49"W 11.2 20.3 29.12 1800 SE 12 29.36 0700 S13°W 8.4 16.0 29.11 2100 S 12 29.36 0900 Sl1"E 7.8 14.4 29.10 1000 848°E 4.1 9.9 29.10 1300 8300 E 7.1 13.2 29.06 1400 54C1 E 9.1 14.9 29.07 1600 S63"E 6.5 10.9 29.12 1900 N41°E 3.5 6.4 29.21 2100 NsoE 5.6 9.3 29.26 Dec 120600 N 23 29.62 Dec 120300 NI9"E 11.2 20.2 29.45 0900 N 23 29.70 0500 N23"E 14.6 23.4 29.52 1200 N 23 29.71 0600 NI4"E 15.4 24.7 29.55 1500 N 23 29.74 0700 N9"E 14.5 26.4 29.59 1800 N 23 29.80 1000 NloE 13.6 25.0 29.68 2100 N 26 29.86 1300 N2°E 14.6 27.2 29.67 1600 NI5"W 15.8 26.3 29.69 1900 N 14.5 26.1 29.76 2200 N2"E 13.5 22.7 29.83 4 Table 2 (continued). U. S. Coast Guard Station University of Delaware Agricultural Station Indian River, DE George-., DE Time Wind Wind Maximum Barometric Time Wind Wind Maximum Barometric Date (ES1) Direction Velocity Gusts Pressure Date (ES1) Direction Velocity Gusts Pressure (mph) (mph) (mph) (mph) oo N 23 29.95 Dec 13 0100 N3°E 13.3 23.7 29.87סס Dec 13 0600 N 17 30.07 0400 N3°E 128 21.9 29.91 0900 N 17 30.09 0700 N9"E 10.6 18.9 29.98 1200 N 21 30.17 1000 NlloE 122 20.7 30.06 1500 N 23 30.18 1300 N4°E 10.5 17.6 30.07 1800 NNE 29 30.25 1600 N2SoE 11.5 20.9 30.11 2100 NNE 29 30.28 1900 N21°E 10.6 17.2 30.10 2200 N29"E 13.4 20.7 30.22 Dec 140700 N 23 30.31 Dec 14 0100 N21°E 9.3 18.1 30.22 0800 N 23 30.39 0400 N25°E 10.6 16.8 30.24 1300 N 14 30.34 0700 NI3°E 9.5 16.2 30.26 1800 N 16 30.32 1000 NI6°E 8.6 13.0 30.30 1300 NI8°E 9.6 15.9 30.28 1600 NSoE 7.5 13.1 30.26 1900 N14°E 6.5 9.8 30.28 2200 NsoE 4.9 7.6 30.27 Dec 15 0500 N 13 30.32 Dec 15 0100 N31"W 4.6 7.8 30.26 0800 N 9 30.32 0400 N36°W 3.6 6.9 30.24 1100 NW 8 30.34 0700 N43°W 25 6.8 3024 1000 N52·W 5.3 8.5 30.26 Dover Air Force Base National Weather Service Office Dover, DE New Castle, DE Tune Wind Wind Maximum Barometric TIme Wind Wind Maximum Barometric Date (ES1) Direction Velocity Gusts Pressure Date (ES1) Direction Velocity Gusts Pressure (mph) (mph) (mph) (mph) Dec 9 0055 N 10 30.275 Dec 10 0051 N800E 6 30.37 0355 NIO·W 5 30.300 0351 N7O"E 9 30.34 0655 N300W 5 30.355 0652 N70"E 8 30.25 0955 NI0·W 13 30.400 0950 N70G E 12 30.18 1255 N200E 12 30.340 1252 N600E 16 30.01 1555 N200W 5 30.355 1550 SSOoE 23 32 29.84 1855 N200E 2 30.350 1852 SSOoE 20 31 29.74 2155 N500E 6 30.345 2152 N700E 18 32 29.56 Dec 100055 N600E 6 30.315 Dec 11 0050 N700E 23 40 29.39 0355 N500E 8 30.270 0353 N70·E 25 37 29.33 0655 N800E 10 30.170 0650 N500E 18 32 29.23 0955 S70"E 14 21 30.115 0950 N500E 29 40 29.24 1255 S80"E 12 23 29.935 1142 N300E 21 31 29.19 1555 S70"E 18 37 29.780 1252 N500E 15 28 29.20 18S5 E 18 36 29.645 1550 N500E 14 29.31 2155 N800E 23 37 29.450 1851 N400E 18 24 29.40 2151 N500E 15 21 29.50 5 Table 2 (continued).
Recommended publications
  • Responses to Coastal Erosio in Alaska in a Changing Climate
    Responses to Coastal Erosio in Alaska in a Changing Climate A Guide for Coastal Residents, Business and Resource Managers, Engineers, and Builders Orson P. Smith Mikal K. Hendee Responses to Coastal Erosio in Alaska in a Changing Climate A Guide for Coastal Residents, Business and Resource Managers, Engineers, and Builders Orson P. Smith Mikal K. Hendee Alaska Sea Grant College Program University of Alaska Fairbanks SG-ED-75 Elmer E. Rasmuson Library Cataloging in Publication Data: Smith, Orson P. Responses to coastal erosion in Alaska in a changing climate : a guide for coastal residents, business and resource managers, engineers, and builders / Orson P. Smith ; Mikal K. Hendee. – Fairbanks, Alaska : Alaska Sea Grant College Program, University of Alaska Fairbanks, 2011. p.: ill., maps ; cm. - (Alaska Sea Grant College Program, University of Alaska Fairbanks ; SG-ED-75) Includes bibliographical references and index. 1. Coast changes—Alaska—Guidebooks. 2. Shore protection—Alaska—Guidebooks. 3. Beach erosion—Alaska—Guidebooks. 4. Coastal engineering—Alaska—Guidebooks. I. Title. II. Hendee, Mikal K. III. Series: Alaska Sea Grant College Program, University of Alaska Fairbanks; SG-ED-75. TC330.S65 2011 ISBN 978-1-56612-165-1 doi:10.4027/rceacc.2011 © Alaska Sea Grant College Program, University of Alaska Fairbanks. All rights reserved. Credits This book, SG-ED-75, is published by the Alaska Sea Grant College Program, supported by the U.S. Department of Commerce, NOAA National Sea Grant Office, grant NA10OAR4170097, projects A/75-02 and A/161-02; and by the University of Alaska Fairbanks with state funds. Sea Grant is a unique partnership with public and private sectors combining research, education, and technology transfer for the public.
    [Show full text]
  • Coastal Erosion
    Guidance for Flood Risk Analysis and Mapping Coastal Erosion February 2018 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. Coastal Erosion February 2018 Guidance Document 40 Page i Document History Affected Section or Date Description Subsection Sections 2.1.1.1 and February Replaced Figures 2.1.1-1, 2.1.1-2, and 2.1.1-3 to contain 2.1.1.2 2018 correct reference to water level above which Primary Frontal Dune reservoir volume is determined. Coastal Erosion February 2018 Guidance Document 40 Page ii Table of Contents 1.0 Overview ............................................................................................................................ 1 1.1 Beach and Shoreline Settings ........................................................................................ 2 1.1.1 Sandy Beach Backed by High Sand Dune: ............................................................. 3 1.1.2 Sandy Beach Backed by Low Sand Dune Berm: .................................................... 4 1.1.3 Sandy Beach Backed by Shore Protection Structure: ............................................. 4 1.1.4 Mixed Grain Size Beach .........................................................................................
    [Show full text]
  • A Case Study of the Holly Beach Breakwater System Andrew Keane Woodroof Louisiana State University and Agricultural and Mechanical College, [email protected]
    Louisiana State University LSU Digital Commons LSU Master's Theses Graduate School 2012 Determining the performance of breakwaters during high energy events: a case study of the Holly Beach breakwater system Andrew Keane Woodroof Louisiana State University and Agricultural and Mechanical College, [email protected] Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_theses Part of the Civil and Environmental Engineering Commons Recommended Citation Woodroof, Andrew Keane, "Determining the performance of breakwaters during high energy events: a case study of the Holly Beach breakwater system" (2012). LSU Master's Theses. 2184. https://digitalcommons.lsu.edu/gradschool_theses/2184 This Thesis is brought to you for free and open access by the Graduate School at LSU Digital Commons. It has been accepted for inclusion in LSU Master's Theses by an authorized graduate school editor of LSU Digital Commons. For more information, please contact [email protected]. DETERMINING THE PERFORMANCE OF BREAKWATERS DURING HIGH ENERGY EVENTS: A CASE STUDY OF THE HOLLY BEACH BREAKWATER SYSTEM A Thesis Submitted to the Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College In partial fulfillment of the Requirements for the degree of Master of Science in The Department of Civil and Environmental Engineering by Andrew K. Woodroof B.S., Louisiana State University, 2008 December 2012 ACKNOWLEDGEMENTS First and foremost, I would like to express my love and passion for the infinite beauty of south Louisiana. The vast expanse of wetlands, coastlines, and beaches in south Louisiana harbors people, industry, natural resources, recreation, and wildlife that is truly special. The intermingling of these components creates a multitude of unique cultures with such pride, passion, and zest for life that makes me thankful every day that I can enjoy the bounty of this region.
    [Show full text]
  • San Andrés, Old Providence and Santa Catalina (Caribbean Sea, Colombia)
    REEF ENVIRONMENTS AND GEOLOGY OF AN OCEANIC ARCHIPELAGO: SAN ANDRÉS, OLD PROVIDENCE AND SANTA CATALINA (CARIBBEAN SEA, COLOMBIA) with Field Guide JÓRN GEISTER Y JUAN MANUEL DÍAZ República de Colombia MINISTERIO DE MINAS Y ENERGÍA INSTITUTO COLOMBIANO DE GEOLOGÍA Y MINERÍA INGEOMINAS REEF ENVIRONMENTS AND GEOLOGY OF AN OCEANIC ARCHIPELAGO: SAN ANDRÉS, OLD PROVIDENCE AND SANTA. CATALINA (CARIBBEAN SEA, COLOMBIA with FIELD GUIDE) INGEOMINAS 2007 DIAGONAL 53 N°34-53 www.ingeominas.gov.co DIRECTOR GENERAL MARIO BALLESTEROS MEJÍA SECRETARIO GENERAL EDWIN GONZÁLEZ MORENO DIRECTOR SERVICIO GEOLÓGICO CÉSAR DAVID LÓPEZ ARENAS DIRECTOR SERVICIO MINERO (e) EDWARD ADAN FRANCO GAMBOA SUBDIRECTOR DE GEOLOGÍA BÁSICA ORLANDO NAVAS CAMACHO COORDINADORA GRUPO PARTICIPACIÓN CIUDADANA, ATENCIÓN AL CLIENTE Y COMUNICACIONES SANDRA ORTIZ ÁNGEL AUTORES: 315RN GEISTER Y JUAN MANUEL DÍAZ REVISIÓN EDITORIAL HUMBERTO GONZÁLEZ CARMEN ROSA CASTIBLANCO DISEÑO Y DIAGRAMACIÓN GUSTAVO VEJARANO MATIZ J SILVIA GUTIÉRREZ PORTADA: Foto: Estación en el mar Cl. San Andrés: Pared vertical de Bocatora Hole a -30 m. El coral Montastraea sp. adoptó una forma plana. Agosto de 1998. IMPRESIÓN IMPRENTA NACIONAL DE COLOMBIA CONTENT PREFACE 7 1. GENERAL BACKGROUND 8 2. STRUCTURAL SETTING AND REGIONAL GEOLOGY OF THE ARCHIPÉLAGO 9 2.1 Caribbean Piafe 9 2.2 Upper and Lower Nicaraguan Rises 9 2.3 Hess Escarpment and Colombia Basin 11 2.4 Islands and atolls of the Archipelago 12 3. CLIMATE AND OCEANOGRAPHY 14 4. GENERAL CHARACTERS OF WESTERN CARIBBEAN OCEANIC REEF COMPLEXE (fig. 7)
    [Show full text]
  • NH Volunteer Beach Profiling Report 2020 North Hampton State Beach, NH
    NH Volunteer Beach Profiling Report 2020 North Hampton State Beach, NH North Hampton State Beach is strongly affected by two NHB01 landmasses, Little Boar’s Head to the north and Godfreys Ledge to the south (see map). Overall, the beach at profiling station NHB01 is narrow, steep, and can change very quickly. The beach is often covered with a thin layer of sand during accretional conditions, but during erosional periods the sand veneer is easily eroded, revealing cobbles and boulders. During major storms, these cobbles and boulders are pushed up forming a ramp against the concrete seawall. Max and min average elevation The figure above shows beach elevation profiles that extend from the seawall to the low tide line at profiling station NHB01. The February 2018 (red) profile depicts pre-storm beach conditions. The March 2018 profiles (black and blue) show the impact of the 2018 nor’easters. Note the erosion of the lower beach contrasted by the increase in elevation at the seawall in the post-storm profiles. This increase in elevation at the seawall in March is due to the formation of the gravel ramp mentioned above from sediment being pushed landward by the waves. Once formed, the ramp allows pebbles and cobbles to overtop the seawall causing additional damage to the infrastructure. Changes in sand A B C volume at NB01 Each blue line represents the estimated volume of sediment measured along a 1-meter- wide swath of the beach for each given date at NHB01. A series NHB01 Storm effects and recovery of storms in Mar 2018 caused major erosion.
    [Show full text]
  • Machair3.Pdf
    • • a a • • • • tr77- (2.12-2,) ' qAPt 511-h (2-5-2.). Frontispiece Photo. Machair Group Meeting, Outer Hebrides, July 1978(Photo: D.S. Ranwell). á Natural Environment Research Council Institute of Terrestrial Ecology Sand Dune Machair 3 Report on meeting in the Outer Hebrides 14-16th July 1978 Edited by D.S. Ranwell (1980) Institute of Terrestrial Ecology, University of East Anglia, Norwich Printed ir England by NERC Reprogriphic Section Swindon © 1981 Published in 1981 by Institute of Terrestrial Ecology 68 Hills Road Cambridge CB2 ILA Dr. D S Ranwell, School of Biological Scien6es, University of East Anglia, Norwich, NR4 7TJ 0603 (Norwich) 56161 Cover Drawing by Sid Lewis ,The Institute of Terrestrial Ecology (ITE) was established in 1973, from the former Nature Conservancy's research stations and staff, joined later by the Institute of Tree Biology and the Culture Centre of Algae and Protozoa. ITE contributes to and draws upon the collective knowledge of the fourteen sister institutes which Make up the Natural Environment Research Council, spanning all the environmental sciences. The Institute studies the factors determining the structure, composition and processes of land and fresh- water systems, and of individual plant and animal species. It is developing a sounder scientific basis for predicting and modelling environmental trends arising from natUral or man-made change. The results of this research are available to those responsible for the protection, management and wise use of our natural resources. Nearly half of ITE's work is research commissioned by customers, such as the Nature Conservancy Council who require information for wildlife conservation, the Department of Energy, the Department of the EnvironMent and the EEC.
    [Show full text]
  • Part 1 Historical Shoreline Changes and Associated Coastal Land Loss Along the U.S
    National Assessment Of Shoreline Change: Part 1 Historical Shoreline Changes And Associated Coastal Land Loss Along The U.S. Gulf Of Mexico Robert A. Morton, Tara L. Miller, and Laura J. Moore Open-File Report 2004-1043 U.S. Department of the Interior U.S. Geological Survey National Assessment Of Shoreline Change: Part 1 Historical Shoreline Changes And Associated Coastal Land Loss Along The U.S. Gulf Of Mexico Robert A. Morton, Tara L. Miller, and Laura J. Moore Open File Report 2004-1043 U.S. Geological Survey Center for Coastal and Watershed Studies St. Petersburg, FL 33701 This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards. Any use of trade names is for descriptive purposes only and does not imply endorsement by the U.S.Government. Morton, Robert A., Miller, Tara L., and Moore, Laura J., 2004, National assessment of shoreline change: Part 1: Historical shoreline changes and associated coastal land loss along the U.S. Gulf of Mexico: U.S. Geological Survey Open-file Report 2004-1043, 45p. U.S. Department of the Interior U.S. Geological Survey Open-File Report 2004-1043 i Contents EXECUTIVE SUMMARY..............................................................................................................................................................................4 INTRODUCTION ..........................................................................................................................................................................................4 U.S.
    [Show full text]
  • Journal of the American Shore and Beach Preservation Association Table of Contents
    Journal of the American Shore and Beach Preservation Association Table of Contents VOLUME 88 WINTER 2020 NUMBER 1 Preface Gov. John Bel Edwards............................................................ 3 Foreword Kyle R. “Chip” Kline Jr. and Lawrence B. Haase................... 4 Introduction Syed M. Khalil and Gregory M. Grandy............................... 5 A short history of funding and accomplishments post-Deepwater Horizon Jessica R. Henkel and Alyssa Dausman ................................ 11 Coordination of long-term data management in the Gulf of Mexico: Lessons learned and recommendations from two years of cross-agency collaboration Kathryn Sweet Keating, Melissa Gloekler, Nancy Kinner, Sharon Mesick, Michael Peccini, Benjamin Shorr, Lauren Showalter, and Jessica Henkel................................... 17 Gulf-wide data synthesis for restoration planning: Utility and limitations Leland C. Moss, Tim J.B. Carruthers, Harris Bienn, Adrian Mcinnis, Alyssa M. Dausman .................................. 23 Ecological benefits of the Bahia Grande Coastal Corridor and the Clear Creek Riparian Corridor acquisitions in Texas Sheri Land ............................................................................... 34 Ecosystem restoration in Louisiana — a decade after the Deepwater Horizon oil spill Syed M. Khalil, Gregory M. Grandy, and Richard C. Raynie ........................................................... 38 Event and decadal-scale modeling of barrier island restoration designs for decision support Joseph Long, P. Soupy
    [Show full text]
  • Storm Induced Beach Profile Changes Along the Coast of Treasure Island, West-Central Florida, U.S.A. Zhaoxu Zhu University of South Florida, [email protected]
    University of South Florida Scholar Commons Graduate Theses and Dissertations Graduate School 11-21-2016 Storm Induced Beach Profile Changes along the Coast of Treasure Island, West-Central Florida, U.S.A. Zhaoxu Zhu University of South Florida, [email protected] Follow this and additional works at: http://scholarcommons.usf.edu/etd Part of the Geology Commons Scholar Commons Citation Zhu, Zhaoxu, "Storm Induced Beach Profile Changes along the Coast of Treasure Island, West-Central Florida, U.S.A." (2016). Graduate Theses and Dissertations. http://scholarcommons.usf.edu/etd/6608 This Thesis is brought to you for free and open access by the Graduate School at Scholar Commons. It has been accepted for inclusion in Graduate Theses and Dissertations by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. Storm Induced Beach Profile Changes along the Coast of Treasure Island, West-Central Florida, U.S.A. by Zhaoxu Zhu A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science School of Geosciences College of Arts and Sciences University of South Florida Major Professor: Ping Wang, Ph.D. Ruiliang Pu, Ph.D Elizabeth Walton, Ph.D. Jun Cheng, Ph.D. Date of Approval: November 13, 2016 Keywords: beach erosion, storms, nearshore sediment transport, beach profile changes. Copyright © 2016, Zhaoxu Zhu DEDICATION This is dedicated to my supportive friends and family. ACKNOWLEDGMENTS First I would like to thank my major professor Dr. Ping Wang as a great mentor who guides me to complete this thesis. During these two years college life, he has given me great patience both in course work and thesis work.
    [Show full text]
  • The Geology and Landscape of Moray
    THE GEOLOGY AND LANDSCAPE OF MORAY Cornelius Gillen SOLID GEOLOGY Introduction The geology of Moray consists of an ancient basement of metamorphic rocks, the Moine Schist and Dalradian Schist, intruded by a series of granitic igneous rocks belonging to the Caledonian episode of mountain building, then uni:;onformably overlain by Old Red Sandstone sediments of the Devonian Period. Younger sediments, Permo-Triassic and Jurassic, are found along the coast, with Cretaceous rocks found only as ice-carried boulders. The main structure-forming event to affect the area was the Caledonian Orogeny, around 500 million years ago, which caused folding and meta­ morphism of the older rocks. Molten granite magma was forced into these folded basement rocks and contributed to the elevation of the area as part of the Grampian mountains - a component of the Caledonian fold mountain chain which stretches from northern Norway through Shetland, then on via Scotland to Ireland and Wales. The last event in the Caledonian Orogeny was the formation of a fault system that includes the Great Glen Fault which runs parallel to the coastline of Cromarty and continues seaward into the Moray Firth. Moine rocks In Moray, the oldest rocks are referred to as the Moine Schists, which form the high ground in the south and west of the district. This group of crystalline rocks forming the basement is made of quartzite, schist and gneiss. Originally the rocks were laid down as sandy, pebbly or gritty sediments with thin muds and shales, probably in shallow water, carried down by rivers and deposited in a shallow sea.
    [Show full text]
  • 1 Recognising Coastal Features Examine the Features/Landforms Labelled A–N in Figure 1 and on the Photographs on This Page. On
    1 Recognising coastal features Examine the features/landforms labelled A–N in Figure 1 and on the photographs on this page. On the grid provided on the next page, name each feature and indicate whether it is formed by sea erosion or deposition. Name also one Irish example of each feature. (You may have to research on the internet for some of these examples.) D E C F B A G L K H J I 1 N M 28 Chapter 7 Name of feature Erosion or deposition Irish Example A Bar Deposition by Lady’s Island Lake, Co. Wexford B Lagoon Deposition Lady’s Island Lake, Co. Wexford C Sea cliff Erosion Cliffs of Moher, Co. Clare D Headland Erosion Ballycotton Head, Co. Cork E Sea stack Erosion Ballybunion, Co. Kerry F Sea Arch Erosion Old Head of Kinsale, Co. Cork G Sea Cave Erosion Old Head of Kinsale, Co. Cork H Sea stumps Erosion Malinbeg, Co. Donegal I Wave-cut platform Erosion Roche’s Point, Co. Cork J Bay Erosion Ballycotton Bay, Co. Cork K Beach Deposition Glenbeigh, Co. Kerry L Blow hole Erosion Malinbeg, Co. Donegal M Spit Deposition Portmarnock, Co. Dublin N Tombolo Deposition Sutton, Co. Dublin 2 In the boxes provided, match each letter in Column X with the number of its pair in Column Y. One pair has been completed for you. COLUMN X COLUMN Y A Lagoon 1 Links a former island to the mainland A 2 B Abrasion 2 Bay cut off from the sea by a body of sand B 7 C Tombolo 3 Mounds of sand anchored by marram grass C 1 D Longshore drift 4 Ridge of sand and shingle jutting out into the sea D 6 E Sand dune 5 Deposition when waves are very strong E 3 F Storm beach 6 Movement of material along a beach F 5 G Sand spit 7 Erosion by the load carried by waves G 4 29 New Complete Geography Skills Book 3 (a) Feature of coastal erosion Junior Cert Higher Level Marking Name one feature of coastal erosion and with the aid Scheme for question 3 of a diagram explain how it was formed.
    [Show full text]
  • Hurricane Georges in the Gulf Coast I TABLE of CONTENTS
    FEMA 338/March 1999 Building Performance Assessment Report In The Gulf Coast …Building on Success Observations, NASA Recommendations, and Technical Guidance Federal Emergency Management Agency Mitigation Directorate Washington, DC and Region IV, Atlanta, Georgia The Building Performance Assessment Process In response to hurricanes, floods, earthquakes, and other disasters, the Federal Emergency Management Agency (FEMA) often deploys Building Performance Assessment Teams (BPATs) to conduct field investigations at disaster sites. The members of a BPAT include representatives of public and private sector entities who are experts in specific technical fields such as structural and civil engineering, building design and construction, and building code develop- ment and enforcement. BPATs inspect disaster-induced damages incurred by residential and commercial buildings and other manmade structures; evaluate local design prac- tices, construction methods and materials, building codes, and building inspection and code enforcement processes; and make recommendations regarding design, construction, and code issues. With the goal of reducing the damage caused by future disasters, the BPAT process is an important part of FEMA’s hazard mitigation activities. For more information about the BPAT program or if you are interested in becoming a member, please visit our website at www.fema.gov/mit/bpat. FEMA 338/March 1999 BuildingBuilding PerformancePerformance AssessmentAssessment ReportReport Hurricane Georges... InIn TheThe GulfGulf CoastCoast …Building
    [Show full text]