Dynamics of Beach Sand Made Easy
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A Quick Guide to Southeast Florida's Coral Reefs
A Quick Guide to Southeast Florida’s Coral Reefs DAVID GILLIAM NATIONAL CORAL REEF INSTITUTE NOVA SOUTHEASTERN UNIVERSITY Spring 2013 Prepared by the Land-based Sources of Pollution Technical Advisory Committee (TAC) of the Southeast Florida Coral Reef Initiative (SEFCRI) BRIAN WALKER NATIONAL CORAL REEF INSTITUTE, NOVA SOUTHEASTERN Southeast Florida’s coral-rich communities are more valuable than UNIVERSITY the Spanish treasures that sank nearby. Like the lost treasures, these amazing reefs lie just a few hundred yards off the shores of Martin, Palm Beach, Broward and Miami-Dade Counties where more than one-third of Florida’s 19 million residents live. Fishing, diving, and boating help attract millions of visitors to southeast Florida each year (30 million in 2008/2009). Reef-related expen- ditures generate $5.7 billion annually in income and sales, and support more than 61,000 local jobs. Such immense recreational activity, coupled with the pressures of coastal development, inland agriculture, and robust cruise and commercial shipping industries, threaten the very survival of our reefs. With your help, reefs will be protected from local stresses and future generations will be able to enjoy their beauty and economic benefits. Coral reefs are highly diverse and productive, yet surprisingly fragile, ecosystems. They are built by living creatures that require clean, clear seawater to settle, mature and reproduce. Reefs provide safe havens for spectacular forms of marine life. Unfortunately, reefs are vulnerable to impacts on scales ranging from local and regional to global. Global threats to reefs have increased along with expanding ART SEITZ human populations and industrialization. Now, warming seawater temperatures and changing ocean chemistry from carbon dioxide emitted by the burning of fossil fuels and deforestation are also starting to imperil corals. -
Brighton Beach Groynes
CASE STUDY: BRIGHTON BEACH GROYNES BRIGHTON, SOUTH AUSTRALIA FEBRUARY 2017 CLIENT: CITY OF HOLDFAST BAY Adelaide’s beaches are affected by a common phenomenon called ELCOROCK® longshore drift - the flow of water, in one direction, along a beach occurring as a result of winds and currents. In Adelaide longshore drift flows from south to north and it frequently erodes beaches The ELCOROCK system consists of sand- over time, particularly during storm events when tides are high and filled geotextile containers built to form sea is rough. a stabilising, defensive barrier against coastal erosion. Without sand replenishment, the southern end of Adelaide’s beaches will slowly erode and undermine existing infrastructure at The robustness and stability of Elcorock the sea/land interface. The objective of Elcorock sand container geotextile containers provide a solutions groynes, laid perpendicular to the beach, is to capture some of for other marine structures such as groynes and breakwaters. These the natural sand as well as dredged sand, that moves along the structures extend out into the wave zone coast. Over time, this process builds up the beach, particularly and provide marina and beach protection, between the groynes which results in the protection of the existing sand movement control and river training. infrastructure. The size of the container can easily be Geofabrics met with the city of Holdfast Bay in the early stages of selected based on the wave climate and the project to discuss the product, durability and previous projects other conditions ensuring stability under with a similar application. Due to recent weather events, the beach the most extreme conditions. -
CITY of MIAMI BEACH DUNE MANAGEMENT PLAN January 2016
CITY OF MIAMI BEACH DUNE MANAGEMENT PLAN January 2016 Prepared by: CITY OF MIAMI BEACH COASTAL MANAGEMENT 1700 Convention Center Drive AND CONSULTING Miami Beach, Florida 33139 7611 Lawrence Road Boynton Beach, Florida 33436 I. STATEMENT OF PURPOSE Coastal dunes are habitat for wildlife and support a high biodiversity of flora and fauna. They also keep beaches healthy by accreting sand and minimizing beach erosion rates. The dunes protect coastal infrastructure and upland properties from storm damage by blocking storm surge and absorbing wave energy. Therefore, a healthy dune system is an invaluable asset to coastal communities like Miami Beach. The purpose of the City of Miami Beach Dune Management Plan (“the Plan”) is to outline the framework and specifications that the City will use to foster and maintain a healthy, stable, and natural dune system that is appropriate for its location and reduces public safety and maintenance concerns. The Plan shall guide the City’s efforts in managing the urban, man-made dune as close to a natural system as possible and ensuring the dune provides storm protection, erosion control, and a biologically-rich habitat for local species. II. OBJECTIVES This plan was developed collaboratively with local government and community stakeholders, as well as local experts to meet the following primary objectives: 1. Reduce to the maximum extent possible the presence of invasive, non-native pest plant species within the dune system. Non-native species compete with and overwhelm more stable native dune plants, thereby threatening the stability and biodiversity of the dune system. Reducing the presence of aggressive, non-native vegetation preserves and promotes the structural integrity and biodiversity of the dune. -
Littoral Cells, Sand Budgets, and Beaches: Understanding California S
LITTORAL CELLS, SAND BUDGETS, AND BEACHES: UNDERSTANDING CALIFORNIA’ S SHORELINE KIKI PATSCH GARY GRIGGS OCTOBER 2006 INSTITUTE OF MARINE SCIENCES UNIVERSITY OF CALIFORNIA, SANTA CRUZ CALIFORNIA DEPARTMENT OF BOATING AND WATERWAYS CALIFORNIA COASTAL SEDIMENT MANAGEMENT WORKGROUP Littoral Cells, Sand Budgets, and Beaches: Understanding California’s Shoreline By Kiki Patch Gary Griggs Institute of Marine Sciences University of California, Santa Cruz California Department of Boating and Waterways California Coastal Sediment Management WorkGroup October 2006 Cover Image: Santa Barbara Harbor © 2002 Kenneth & Gabrielle Adelman, California Coastal Records Project www.californiacoastline.org Brochure Design & Layout Laura Beach www.LauraBeach.net Littoral Cells, Sand Budgets, and Beaches: Understanding California’s Shoreline Kiki Patsch Gary Griggs Institute of Marine Sciences University of California, Santa Cruz TABLE OF CONTENTS Executive Summary 7 Chapter 1: Introduction 9 Chapter 2: An Overview of Littoral Cells and Littoral Drift 11 Chapter 3: Elements Involved in Developing Sand Budgets for Littoral Cells 17 Chapter 4: Sand Budgets for California’s Major Littoral Cells and Changes in Sand Supply 23 Chapter 5: Discussion of Beach Nourishment in California 27 Chapter 6: Conclusions 33 References Cited and Other Useful References 35 EXECUTIVE SUMMARY he coastline of California can be divided into a set of dis- Beach nourishment or beach restoration is the placement of Ttinct, essentially self-contained littoral cells or beach com- sand on the shoreline with the intent of widening a beach that partments. These compartments are geographically limited and is naturally narrow or where the natural supply of sand has consist of a series of sand sources (such as rivers, streams and been signifi cantly reduced through human activities. -
Beach Nourishment: Massdep's Guide to Best Management Practices for Projects in Massachusetts
BBEACHEACH NNOURISHMEOURISHMENNTT MassDEP’sMassDEP’s GuideGuide toto BestBest ManagementManagement PracticesPractices forfor ProjectsProjects inin MassachusettsMassachusetts March 2007 acknowledgements LEAD AUTHORS: Rebecca Haney (Coastal Zone Management), Liz Kouloheras, (MassDEP), Vin Malkoski (Mass. Division of Marine Fisheries), Jim Mahala (MassDEP) and Yvonne Unger (MassDEP) CONTRIBUTORS: From MassDEP: Fred Civian, Jen D’Urso, Glenn Haas, Lealdon Langley, Hilary Schwarzenbach and Jim Sprague. From Coastal Zone Management: Bob Boeri, Mark Borrelli, David Janik, Julia Knisel and Wendolyn Quigley. Engineering consultants from Applied Coastal Research and Engineering Inc. also reviewed the document for technical accuracy. Lead Editor: David Noonan (MassDEP) Design and Layout: Sandra Rabb (MassDEP) Photography: Sandra Rabb (MassDEP) unless otherwise noted. Massachusetts Massachusetts Office Department of of Coastal Zone Environmental Protection Management 1 Winter Street 251 Causeway Street Boston, MA Boston, MA table of contents I. Glossary of Terms 1 II. Summary 3 II. Overview 6 • Purpose 6 • Beach Nourishment 6 • Specifications and Best Management Practices 7 • Permit Requirements and Timelines 8 III. Technical Attachments A. Beach Stability Determination 13 B. Receiving Beach Characterization 17 C. Source Material Characterization 21 D. Sample Problem: Beach and Borrow Site Sediment Analysis to Determine Stability of Nourishment Material for Shore Protection 22 E. Generic Beach Monitoring Plan 27 F. Sample Easement 29 G. References 31 GLOSSARY Accretion - the gradual addition of land by deposition of water-borne sediment. Beach Fill – also called “artificial nourishment”, “beach nourishment”, “replenishment”, and “restoration,” comprises the placement of sediment within the nearshore sediment transport system (see littoral zone). (paraphrased from Dean, 2002) Beach Profile – the cross-sectional shape of a beach plotted perpendicular to the shoreline. -
Marine Mammals and Sea Turtles of the Mediterranean and Black Seas
Marine mammals and sea turtles of the Mediterranean and Black Seas MEDITERRANEAN AND BLACK SEA BASINS Main seas, straits and gulfs in the Mediterranean and Black Sea basins, together with locations mentioned in the text for the distribution of marine mammals and sea turtles Ukraine Russia SEA OF AZOV Kerch Strait Crimea Romania Georgia Slovenia France Croatia BLACK SEA Bosnia & Herzegovina Bulgaria Monaco Bosphorus LIGURIAN SEA Montenegro Strait Pelagos Sanctuary Gulf of Italy Lion ADRIATIC SEA Albania Corsica Drini Bay Spain Dardanelles Strait Greece BALEARIC SEA Turkey Sardinia Algerian- TYRRHENIAN SEA AEGEAN SEA Balearic Islands Provençal IONIAN SEA Syria Basin Strait of Sicily Cyprus Strait of Sicily Gibraltar ALBORAN SEA Hellenic Trench Lebanon Tunisia Malta LEVANTINE SEA Israel Algeria West Morocco Bank Tunisian Plateau/Gulf of SirteMEDITERRANEAN SEA Gaza Strip Jordan Suez Canal Egypt Gulf of Sirte Libya RED SEA Marine mammals and sea turtles of the Mediterranean and Black Seas Compiled by María del Mar Otero and Michela Conigliaro The designation of geographical entities in this book, and the presentation of the material, do not imply the expression of any opinion whatsoever on the part of IUCN concerning the legal status of any country, territory, or area, or of its authorities, or concerning the delimitation of its frontiers or boundaries. The views expressed in this publication do not necessarily reflect those of IUCN. Published by Compiled by María del Mar Otero IUCN Centre for Mediterranean Cooperation, Spain © IUCN, Gland, Switzerland, and Malaga, Spain Michela Conigliaro IUCN Centre for Mediterranean Cooperation, Spain Copyright © 2012 International Union for Conservation of Nature and Natural Resources With the support of Catherine Numa IUCN Centre for Mediterranean Cooperation, Spain Annabelle Cuttelod IUCN Species Programme, United Kingdom Reproduction of this publication for educational or other non-commercial purposes is authorized without prior written permission from the copyright holder provided the sources are fully acknowledged. -
Feasibility Study of an Artifical Sandy Beach at Batumi, Georgia
FEASIBILITY STUDY OF AN ARTIFICAL SANDY BEACH AT BATUMI, GEORGIA ARCADIS/TU DELFT : MSc Report FEASIBILITY STUDY OF AN ARTIFICAL SANDY BEACH AT BATUMI, GEORGIA Date May 2012 Graduate C. Pepping Educational Institution Delft University of Technology, Faculty Civil Engineering & Geosciences Section Hydraulic Engineering, Chair of Coastal Engineering MSc Thesis committee Prof. dr. ir. M.J.F. Stive Delft University of Technology Dr. ir. M. Zijlema Delft University of Technology Ir. J. van Overeem Delft University of Technology Ir. M.C. Onderwater ARCADIS Nederland BV Company ARCADIS Nederland BV, Division Water PREFACE Preface This Master thesis is the final part of the Master program Hydraulic Engineering of the chair Coastal Engineering at the faculty Civil Engineering & Geosciences of the Delft University of Technology. This research is done in cooperation with ARCADIS Nederland BV. The report represents the work done from July 2011 until May 2012. I would like to thank Jan van Overeem and Martijn Onderwater for the opportunity to perform this research at ARCADIS and the opportunity to graduate on such an interesting subject with many different aspects. I would also like to thank Robbin van Santen for all his help and assistance for the XBeach model. Furthermore I owe a special thanks to my graduation committee for the valuable input and feedback: Prof. dr. ir. M.J.F. Stive (Delft University of Technology) for his support and interest in my graduation work; Dr. ir. M. Zijlema (Delft University of Technology) for his support and reviewing the report; ir. J. van Overeem (Delft University of Technology ) for his supervisions, useful feedback and help, support and for reviewing the report; and ir. -
Recent Sediments of the Monterey Deep-Sea Fan
UC Berkeley Hydraulic Engineering Laboratory Reports Title Recent Sediments of the Monterey Deep-Sea Fan Permalink https://escholarship.org/uc/item/5f440431 Author Wilde, Pat Publication Date 1965-05-01 Peer reviewed eScholarship.org Powered by the California Digital Library University of California RECENT SEDIMENTS OF THE MONTEREY DEEP-SEA FAN A thesis presented by Pat Wilde to The Department of Geological Sciences in partial fulfillment of the requirements for the degree of Doc tor of Philosophy in the subject of Geology Harvard Univer sity Cambridge, Massachusetts May 1965 Copyright reserved by the author University of California Hydraulic Engineering Laboratory Submitted under Contract DA- 49- 055-CIV-ENG- 63-4 with the Coastal Engineering Research Center, U. S. Army Technical Report No. HEL-2-13 RECENT SEDIMENTS OF THE MONTEREY DEEP-SEA FAN by Pat Wilde Berkeley, California May, 1965 CONTENTS Page Abstract ................... 1 Introduction ...................... 5 Definition ..................... 5 Location ..................... 5 Regional Setting .............. 8 Subjects of Investigation ............... 9 Sources of Data .................. 10 Acknowledgements ................ 10 Geomorphology ..................11 Major Features ..............'11 FanSlope ................... 11 Under sea Positive Relief ............15 Submarine Canyon-Channel Systems . 16 Hydraulic Geometry ................ 19 Calculations ............... 19 Comparison with other Channel Systems ..30 Lithology ........................32 Sampling Techniques ............... -
Baja California Sur, Mexico)
Journal of Marine Science and Engineering Article Geomorphology of a Holocene Hurricane Deposit Eroded from Rhyolite Sea Cliffs on Ensenada Almeja (Baja California Sur, Mexico) Markes E. Johnson 1,* , Rigoberto Guardado-France 2, Erlend M. Johnson 3 and Jorge Ledesma-Vázquez 2 1 Geosciences Department, Williams College, Williamstown, MA 01267, USA 2 Facultad de Ciencias Marinas, Universidad Autónoma de Baja California, Ensenada 22800, Baja California, Mexico; [email protected] (R.G.-F.); [email protected] (J.L.-V.) 3 Anthropology Department, Tulane University, New Orleans, LA 70018, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-413-597-2329 Received: 22 May 2019; Accepted: 20 June 2019; Published: 22 June 2019 Abstract: This work advances research on the role of hurricanes in degrading the rocky coastline within Mexico’s Gulf of California, most commonly formed by widespread igneous rocks. Under evaluation is a distinct coastal boulder bed (CBB) derived from banded rhyolite with boulders arrayed in a partial-ring configuration against one side of the headland on Ensenada Almeja (Clam Bay) north of Loreto. Preconditions related to the thickness of rhyolite flows and vertical fissures that intersect the flows at right angles along with the specific gravity of banded rhyolite delimit the size, shape and weight of boulders in the Almeja CBB. Mathematical formulae are applied to calculate the wave height generated by storm surge impacting the headland. The average weight of the 25 largest boulders from a transect nearest the bedrock source amounts to 1200 kg but only 30% of the sample is estimated to exceed a full metric ton in weight. -
Coastal Processes on Long Island
Shoreline Management on Long Island Coastal Processes on Long Island Coastal Processes Management for ADAPT TO CHANGE Resilient Shorelines MAINTAIN FUNCTION The most appropriate shoreline management RESILIENT option for your shoreline is determined by a SHORELINES WITHSTAND STRESSES number of factors, such as necessity, upland land use, shoreline site conditions, adjacent conditions, ability to be permitted, and others. RECOVER EASILY Costs can be a major consideration for property owners as well. While the cost of some options Artwork by Loriann Cody is mostly for the initial construction, others will require short- or long-term maintenance costs; Proposed construction within the coastal areas therefore, it is important to consider annual and of Long Island requires the property owner to long-term costs when choosing a shoreline apply for permits from local, state and federal management method. agencies. This process may take some time In addition to any associated financial costs, and it is recommended that the applicant there are also considerations of the impacts on contacts the necessary agencies as early as the natural environment and coastal processes. possible. Property owners can also request Some options maintain and/or improve natural pre-application meetings with regulators to coastal processes and features, while others discuss the proposed project. Depending on may negatively impact the natural environment. the complexity of the site or project, property Resilient shorelines tend to work with nature owners can contact a local expert or consultant rather than against it, and are more adaptable that can assist them with understanding and over time to changing conditions. Options that choosing the best option to help stabilize their provide benefits to habitat or coastal processes shorelines and reduce upland risk. -
Measuring Currents in Submarine Canyons: Technological and Scientifi C Progress in the Past 30 Years
Exploring the Deep Sea and Beyond themed issue Measuring currents in submarine canyons: Technological and scientifi c progress in the past 30 years J.P. Xu U.S. Geological Survey, 345 Middlefi eld Road, MS-999, Menlo Park, California 94025, USA ABSTRACT 1. INTRODUCTION processes, and summarize and discuss several future research challenges constructed primar- The development and application of The publication of the American Association ily for submarine canyons in temperate climate, acoustic and optical technologies and of of Petroleum Geologists Studies in Geology 8: such as the California coast. accurate positioning systems in the past Currents in Submarine Canyons and Other Sea 30 years have opened new frontiers in the Valleys (Shepard et al., 1979) marked a signifi - 2. TECHNOLOGICAL ADVANCES submarine canyon research communities. cant milestone in submarine canyon research. IN CURRENT OBSERVATION IN This paper reviews several key advance- Although there had been studies on the topics of SUBMARINE CANYONS ments in both technology and science in the submarine canyon hydrodynamics and sediment fi eld of currents in submarine canyons since processes in various journals since the 1930s 2.1. Instrumentation the1979 publication of Currents in Subma- (Shepard et al., 1939; Emory and Hulsemann, rine Canyons and Other Sea Valleys by Fran- 1963; Ryan and Heezen 1965; Inman, 1970; Instrument development has come a long way cis Shepard and colleagues. Precise place- Drake and Gorsline, 1973; Shepard, 1975), this in the past 30 yr. The greatest leap in the tech- ments of high-resolution, high-frequency book was the fi rst of its kind to provide descrip- nology of fl ow measurements was the transition instruments have not only allowed research- tion and discussion on the various phenomena from mechanical to acoustic current meters. -
Mathematical Model of Groynes on Shingle Beaches
HR Wallingford Mathematical Model of Groynes on Shingle Beaches A H Brampton BSc PhD D G Goldberg BA Report SR 276 November 1991 Address:Hydraulics Research Ltd, wallingford,oxfordshire oxl0 gBA,United Kingdom. Telephone:0491 35381 Intemarional + 44 49135381 relex: g4gsszHRSwALG. Facstunile:049132233Intemarional + M 49132233 Registeredin EngtandNo. 1622174 This report describes an investigation carried out by HR Wallingford under contract CSA 1437, 'rMathematical- Model of Groynes on Shingle Beaches", funded by the Ministry of Agri-culture, Fisheries and Food. The departmental nominated. officer for this contract was Mr A J Allison. The company's nominated. project officer was Dr S W Huntington. This report is published on behalf of the Ministry of Agriculture, Fisheries and Food, but the opinions e>rpressed are not necessarily those of the Ministry. @ Crown Copyright 1991 Published by permission of the Controller of Her Majesty's Stationery Office Mathematical model of groSmes on shingle beaches A H Brampton BSc PhD D G Goldberg BA Report SR 276 November 1991 ABSTRACT This report describes the development of a mathematical model of a shingle beach with gro5mes. The development of the beach plan shape is calculated given infornation on its initial position and information on wave conditions just offshore. Different groyne profiles and spacings can be specified, so that alternative gro5me systems can be investigated. Ttre model includes a method for dealing with varying water levels as the result of tidal rise and fall. CONTENTS Page 1. INTRODUCTION I 2. SCOPEOF THE UODEL 3 2.t Model resolution and input conditions 3 2.2 Sediment transport mechanisms 6 2.3 Vertical distribution of sediment transport q 2.4 Wave transformation modelling L0 3.