Shoreline Alterations: Beach Sand Blanket
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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. -
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. -
Sand Dunes Computer Animations and Paper Models by Tau Rho Alpha*, John P
Go Home U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Sand Dunes Computer animations and paper models By Tau Rho Alpha*, John P. Galloway*, and Scott W. Starratt* Open-file Report 98-131-A - This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this program has been used by the U.S. Geological Survey, no warranty, expressed or implied, is made by the USGS as to the accuracy and functioning of the program and related program material, nor shall the fact of distribution constitute any such warranty, and no responsibility is assumed by the USGS in connection therewith. * U.S. Geological Survey Menlo Park, CA 94025 Comments encouraged tralpha @ omega? .wr.usgs .gov [email protected] [email protected] (gobackward) <j (goforward) Description of Report This report illustrates, through computer animations and paper models, why sand dunes can develop different forms. By studying the animations and the paper models, students will better understand the evolution of sand dunes, Included in the paper and diskette versions of this report are templates for making a paper models, instructions for there assembly, and a discussion of development of different forms of sand dunes. In addition, the diskette version includes animations of how different sand dunes develop. Many people provided help and encouragement in the development of this HyperCard stack, particularly David M. Rubin, Maura Hogan and Sue Priest. -
Types of Landslides.Indd
Landslide Types and Processes andslides in the United States occur in all 50 States. The primary regions of landslide occurrence and potential are the coastal and mountainous areas of California, Oregon, Land Washington, the States comprising the intermountain west, and the mountainous and hilly regions of the Eastern United States. Alaska and Hawaii also experience all types of landslides. Landslides in the United States cause approximately $3.5 billion (year 2001 dollars) in dam- age, and kill between 25 and 50 people annually. Casualties in the United States are primar- ily caused by rockfalls, rock slides, and debris flows. Worldwide, landslides occur and cause thousands of casualties and billions in monetary losses annually. The information in this publication provides an introductory primer on understanding basic scientific facts about landslides—the different types of landslides, how they are initiated, and some basic information about how they can begin to be managed as a hazard. TYPES OF LANDSLIDES porate additional variables, such as the rate of movement and the water, air, or ice content of The term “landslide” describes a wide variety the landslide material. of processes that result in the downward and outward movement of slope-forming materials Although landslides are primarily associ- including rock, soil, artificial fill, or a com- ated with mountainous regions, they can bination of these. The materials may move also occur in areas of generally low relief. In by falling, toppling, sliding, spreading, or low-relief areas, landslides occur as cut-and- La Conchita, coastal area of southern Califor- flowing. Figure 1 shows a graphic illustration fill failures (roadway and building excava- nia. -
Gabion Retaining Walls with Alternate Fill Materials
Gabion Retaining Walls with Alternate Fill Materials IGC 2009, Guntur, INDIA GABION RETAINING WALLS WITH ALTERNATE FILL MATERIALS K.S. Beena Reader, School of Engineering, Cochin University of Science and Technology, Cochin–682022, India. E-mail: [email protected] P.K. Jayasree Lecturer in Civil Engineering, College of Engineering, Trivandrum–695 016, India. E-mail: [email protected] ABSTRACT: Although gabions have been used from ancient times, it is only in the last few decades that their wide spread use has lead them to become an accepted construction material in Civil Engineering. Gabion retaining walls are mass gravity structure made up of strong mesh containers known as gabion boxes, filled with quarry stone. Considering the cost and scarcity of quarry stones, the replacement of it with some other cheaper material will make the construction more economical. This aspect is studied here. Considering the specific gravity, friction, cost and availability, quarry dust and red soil was selected as the fill material. Model gabion retaining walls were constructed for the purpose in which, different combinations of quarry dust, red soil and coarse aggregate were taken as the filling material. Analyzing the lateral deformations of various cases, it can be concluded that a 50%–50% combination of alternative material and aggregate will perform better than the coarse aggregate alone, considering the cost of construction. 1. INTRODUCTION dry stone gravity mass wall made of gabion boxes. They are cost effective, environmental friendly and durable structures. Retaining walls, one of the major geotechnical applications, Because of these reasons gabions are widely used now days are mainly used in the case of highways and railways to all over the world. -
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. -
Landslide Triggering Mechanisms
kChapter 4 GERALD F. WIECZOREK LANDSLIDE TRIGGERING MECHANISMS 1. INTRODUCTION 2.INTENSE RAINFALL andslides can have several causes, including Storms that produce intense rainfall for periods as L geological, morphological, physical, and hu- short as several hours or have a more moderate in- man (Alexander 1992; Cruden and Vames, Chap. tensity lasting several days have triggered abun- 3 in this report, p. 70), but only one trigger (Varnes dant landslides in many regions, for example, 1978, 26). By definition a trigger is an external California (Figures 4-1, 4-2, and 4-3). Well- stimulus such as intense rainfall, earthquake shak- documented studies that have revealed a close ing, volcanic eruption, storm waves, or rapid stream relationship between rainfall intensity and acti- erosion that causes a near-immediate response in vation of landslides include those from California the form of a landslide by rapidly increasing the (Campbell 1975; Ellen et al. 1988), North stresses or by reducing the strength of slope mate- Carolina (Gryta and Bartholomew 1983; Neary rials. In some cases landslides may occur without an and Swift 1987), Virginia (Kochel 1987; Gryta apparent attributable trigger because of a variety or and Bartholomew 1989; Jacobson et al. 1989), combination of causes, such as chemical or physi- Puerto Rico (Jibson 1989; Simon et al. 1990; cal weathering of materials, that gradually bring the Larsen and Torres Sanchez 1992)., and Hawaii slope to failure. The requisite short time frame of (Wilson et al. 1992; Ellen et al. 1993). cause and effect is the critical element in the iden- These studies show that shallow landslides in tification of a landslide trigger. -
Dynamics of Beach Sand Made Easy
Dynamics of Beaches Made Easy Page 1 Dynamics Of Beaches Made Easy San Diego County Chapter of the Surfrider Foundation 1. Introduction Beaches are made up of more than just sand. In California beaches are generally formed by erosion of uplifted plates resulting in cliff backed beaches or in the delta areas of rivers or watersheds. Beach sand is an important element of beaches but not the only element. Wavecut platforms or tidal terraces are equally important in many areas of San Diego. The movement of beach sand is governed by many complex processes and variables. However, there are a few very basic elements that tend to control not only how much sand ends up on our beaches, but also how much sand exists near enough to the shore to be deposited on the beach under favorable conditions. The following is a brief description of the most important issues influencing the current condition of our local beaches with respect to sand. Dynamics of Beaches Made Easy Page 2 2. Geology The geology of San Diego County varies from sea cliffs to sandy beaches. Beaches are generally found at the mouths of lagoons or in the lagoon or river outfalls. Cliffs formed by tectonic activity and the erosion via marine forces deserve special mention. Much of San Diego’s coastline consists of a wavecut platform sometimes referred to as a tidal terrace. A wavecut platform is formed where a seacliff is eroded by marine action, meaning waves, resulting in the deposition of cliff material and formation of a bedrock area where erosion occurred. -
Slope Stability 101 Basic Concepts and NOT for Final Design Purposes! Slope Stability Analysis Basics
Slope Stability 101 Basic Concepts and NOT for Final Design Purposes! Slope Stability Analysis Basics Shear Strength of Soils Ability of soil to resist sliding on itself on the slope Angle of Repose definition n1. the maximum angle to the horizontal at which rocks, soil, etc, will remain without sliding Shear Strength Parameters and Soils Info Φ angle of internal friction C cohesion (clays are cohesive and sands are non-cohesive) Θ slope angle γ unit weight of soil Internal Angles of Friction Estimates for our use in example Silty sand Φ = 25 degrees Loose sand Φ = 30 degrees Medium to Dense sand Φ = 35 degrees Rock Riprap Φ = 40 degrees Slope Stability Analysis Basics Explore Site Geology Characterize soil shear strength Construct slope stability model Establish seepage and groundwater conditions Select loading condition Locate critical failure surface Iterate until minimum Factor of Safety (FS) is achieved Rules of Thumb and “Easy” Method of Estimating Slope Stability Geology and Soils Information Needed (from site or soils database) Check appropriate loading conditions (seeps, rapid drawdown, fluctuating water levels, flows) Select values to input for Φ and C Locate water table in slope (critical for evaluation!) 2:1 slopes are typically stable for less than 15 foot heights Note whether or not existing slopes are vegetated and stable Plan for a factor of safety (hazards evaluation) FS between 1.4 and 1.5 is typically adequate for our purposes No Flow Slope Stability Analysis FS = tan Φ / tan Θ Where Φ is the effective -
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.