Placement Effect on the Stability of Tetrapod Armor Unit On
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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. -
Tetrapod Biostratigraphy and Biochronology of the Triassic–Jurassic Transition on the Southern Colorado Plateau, USA
Palaeogeography, Palaeoclimatology, Palaeoecology 244 (2007) 242–256 www.elsevier.com/locate/palaeo Tetrapod biostratigraphy and biochronology of the Triassic–Jurassic transition on the southern Colorado Plateau, USA Spencer G. Lucas a,⁎, Lawrence H. Tanner b a New Mexico Museum of Natural History, 1801 Mountain Rd. N.W., Albuquerque, NM 87104-1375, USA b Department of Biology, Le Moyne College, 1419 Salt Springs Road, Syracuse, NY 13214, USA Received 15 March 2006; accepted 20 June 2006 Abstract Nonmarine fluvial, eolian and lacustrine strata of the Chinle and Glen Canyon groups on the southern Colorado Plateau preserve tetrapod body fossils and footprints that are one of the world's most extensive tetrapod fossil records across the Triassic– Jurassic boundary. We organize these tetrapod fossils into five, time-successive biostratigraphic assemblages (in ascending order, Owl Rock, Rock Point, Dinosaur Canyon, Whitmore Point and Kayenta) that we assign to the (ascending order) Revueltian, Apachean, Wassonian and Dawan land-vertebrate faunachrons (LVF). In doing so, we redefine the Wassonian and the Dawan LVFs. The Apachean–Wassonian boundary approximates the Triassic–Jurassic boundary. This tetrapod biostratigraphy and biochronology of the Triassic–Jurassic transition on the southern Colorado Plateau confirms that crurotarsan extinction closely corresponds to the end of the Triassic, and that a dramatic increase in dinosaur diversity, abundance and body size preceded the end of the Triassic. © 2006 Elsevier B.V. All rights reserved. Keywords: Triassic–Jurassic boundary; Colorado Plateau; Chinle Group; Glen Canyon Group; Tetrapod 1. Introduction 190 Ma. On the southern Colorado Plateau, the Triassic– Jurassic transition was a time of significant changes in the The Four Corners (common boundary of Utah, composition of the terrestrial vertebrate (tetrapod) fauna. -
Dot 23231 DS1.Pdf
US DOT FHWA SUMMARY PAGE 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. NM08MNT-01 4. Title and Subtitle 5. Report Data STANDARDS FOR TIRE-BALE EROSION CONTROL AND BANK STABILIZATION PROJECTS: VALIDATION OF 6. Performing Organization Code EXISTING PRACTICE AND IMPLEMENTATION 7. Authors(s): Ashok Kumar Ghosh; Claudia M. Dias Wilson; Andrew Budek- 8. Performing Organization Report No. Schmeisser; Mehrdad Razavi; Bruce Harrision; Naitram Birbahadur; Prosfer Felli, and Barbara Budek-Schmeisser 10. Work Unit No. (TRAIS) 9. Performing Organization Name and Address New Mexico Institute of Mining and Technology 801 Leroy Place 11. Contract or Grant No. Socorro, N.M. 87801 CO5119 13. Type of Report and Period Covered 12. Sponsoring Agency Name and Address NMDOT Research Bureau Final Report 7500B Pan American Freeway March 2008 – September 2010 PO Box 94690 14. Sponsoring Agency Code Albuquerque, NM 87199-4690 15. Supplementary Notes 16. Abstract In an effort to promote the use of increasing stockpiles of waste tires and a growing demand for adequate backfill material in highway construction, NMDOT has embarked on a move to use compressed tire-bales as a means to reduce cost of construction and to recycle used tires which would otherwise occupy much larger space in landfills or be improperly disposed. Compressing the tires into bales has prompted unique environmental, technical, and economic opportunities. This is due to the significant volume reduction obtained when using tire-bales (approximately 100 auto tires with a volume of 20 cubic yards can be compressed to 2 cubic yard blocks, i.e. a tenfold reduction in landfill space). -
Formulation of Territorial Action Plans for Coastal Protection and Management
this project is co-funded by the European Regional Development Fund Eu project COASTANCE FINAL REPORT phase C Component 4 Territorial Action Plans for coastal protection and management Formulation of territorial Action Plans for coastal protection and management 96 95 94 93 PARTNERSHIP Region of Eastern Macedonia & Thrace (GR) - Lead Partner Regione Lazio (IT) Region of Crete (GR) Département de l’Hérault (FR) Regione Emlia-Romagna (IT) Junta de Andalucia (ES) The Ministry of Communications & Works of Cyprus (CY) Dubrovnik Neretva County Regional Development Agency (HR) a publication edit by Direzione Generale Ambiente e Difesa del Suolo e della Costa Servizio Difesa del Suolo, della Costa e Bonifica responsibles Roberto Montanari, Christian Marasmi - Servizio Difesa del Suolo, della Costa e Bonifica editor and graphic Christian Marasmi authors Roberto Montanari, Christian Marasmi - Regione Emilia-Romagna, Servizio Difesa del Suolo, della Costa e Bonifica Mentino Preti, Margherita Aguzzi, Nunzio De Nigris, Maurizio Morelli - ARPA Emilia-Romagna, Unità Specialistica Mare e Costa Maurizio Farina - Servizio Tecnico Bacino Po di Volano e della Costa Michael Aftias, Eleni Chouli - Ydronomi, Consulting Engineers Philippe Carbonnel, Alexandre Richard - Département de l’Hérault INDEX Background and strategic framework 2 The COASTANCE project 6 Component 4 strategy framework 8 Component 4 results: coastal and sediment management plans 10 Relevance of project’s outputs and results in the EU policy framework and perspectives 10 Limits and difficulties -
Early Tetrapod Relationships Revisited
Biol. Rev. (2003), 78, pp. 251–345. f Cambridge Philosophical Society 251 DOI: 10.1017/S1464793102006103 Printed in the United Kingdom Early tetrapod relationships revisited MARCELLO RUTA1*, MICHAEL I. COATES1 and DONALD L. J. QUICKE2 1 The Department of Organismal Biology and Anatomy, The University of Chicago, 1027 East 57th Street, Chicago, IL 60637-1508, USA ([email protected]; [email protected]) 2 Department of Biology, Imperial College at Silwood Park, Ascot, Berkshire SL57PY, UK and Department of Entomology, The Natural History Museum, Cromwell Road, London SW75BD, UK ([email protected]) (Received 29 November 2001; revised 28 August 2002; accepted 2 September 2002) ABSTRACT In an attempt to investigate differences between the most widely discussed hypotheses of early tetrapod relation- ships, we assembled a new data matrix including 90 taxa coded for 319 cranial and postcranial characters. We have incorporated, where possible, original observations of numerous taxa spread throughout the major tetrapod clades. A stem-based (total-group) definition of Tetrapoda is preferred over apomorphy- and node-based (crown-group) definitions. This definition is operational, since it is based on a formal character analysis. A PAUP* search using a recently implemented version of the parsimony ratchet method yields 64 shortest trees. Differ- ences between these trees concern: (1) the internal relationships of aı¨stopods, the three selected species of which form a trichotomy; (2) the internal relationships of embolomeres, with Archeria -
Coastal and Ocean Engineering
May 18, 2020 Coastal and Ocean Engineering John Fenton Institute of Hydraulic Engineering and Water Resources Management Vienna University of Technology, Karlsplatz 13/222, 1040 Vienna, Austria URL: http://johndfenton.com/ URL: mailto:[email protected] Abstract This course introduces maritime engineering, encompassing coastal and ocean engineering. It con- centrates on providing an understanding of the many processes at work when the tides, storms and waves interact with the natural and human environments. The course will be a mixture of descrip- tion and theory – it is hoped that by understanding the theory that the practicewillbemadeallthe easier. There is nothing quite so practical as a good theory. Table of Contents References ....................... 2 1. Introduction ..................... 6 1.1 Physical properties of seawater ............. 6 2. Introduction to Oceanography ............... 7 2.1 Ocean currents .................. 7 2.2 El Niño, La Niña, and the Southern Oscillation ........10 2.3 Indian Ocean Dipole ................12 2.4 Continental shelf flow ................13 3. Tides .......................15 3.1 Introduction ...................15 3.2 Tide generating forces and equilibrium theory ........15 3.3 Dynamic model of tides ...............17 3.4 Harmonic analysis and prediction of tides ..........19 4. Surface gravity waves ..................21 4.1 The equations of fluid mechanics ............21 4.2 Boundary conditions ................28 4.3 The general problem of wave motion ...........29 4.4 Linear wave theory .................30 4.5 Shoaling, refraction and breaking ............44 4.6 Diffraction ...................50 4.7 Nonlinear wave theories ...............51 1 Coastal and Ocean Engineering John Fenton 5. The calculation of forces on ocean structures ...........54 5.1 Structural element much smaller than wavelength – drag and inertia forces .....................54 5.2 Structural element comparable with wavelength – diffraction forces ..56 6. -
Chapter 103 the Core-Loc: Optimized Concrete Armor
CHAPTER 103 THE CORE-LOC: OPTIMIZED CONCRETE ARMOR Jeffrey A. Melby, A.M. ASCE and George F. Turk1 ABSTRACT: This paper outlines the development and initial testing of a new optimized armor shape, called CORE-LOC, that balances and optimizes engineering performance features such as hydraulic stability, strength, and layer porosity. The new shape has significantly reduced design stresses over many existing shapes, yet has superior interlocking and therefore greater stability. The unit has internal maximum tensile stress levels of approximately half that of dolosse and, therefore, should not need reinforcement. For over 1000 flume tests, the core-loc has demonstrated two-dimensional no-damage stability numbers over 7 and Hudson stability coefficients over 250. In nearly all tests, the core-loc layer could not be damaged up to the wave height-period capacities of the flumes. A site-specific three-dimensional stability test of the proposed Noyo, California, offshore breakwater showed a stable no-damage stability number of 2.7 for Hs or a Hudson stability coefficient of 13 when the core-loc armor layer was exposed to repeated attack of a very severe design-level storm. The unit has been designed to be used alone or as a repair unit for dolosse. Core-loc-repaired dolos model slopes showed improved stability over the original dolos slopes. Finally, through reduced volumes, the core-loc layer is substantially more economical than all other commonly-used randomly-placed armor. INTRODUCTION The U.S. Army Corps of Engineers (USAE) maintains over 1500 rubble 1) Research Hydraulic Engineers, Coastal Engineering Research Center, USAE Waterways Experiment Station, Vicksburg, MS, 39180 1426 CORE-LOC 1427 structures, 17 of which are protected by concrete armor units. -
Phylogeny of Basal Tetrapoda
Stuart S. Sumida Biology 342 Phylogeny of Basal Tetrapoda The group of bony fishes that gave rise to land-dwelling vertebrates and their descendants (Tetrapoda, or colloquially, “tetrapods”) was the lobe-finned fishes, or Sarcopterygii. Sarcoptrygii includes coelacanths (which retain one living form, Latimeria), lungfish, and crossopterygians. The transition from sarcopterygian fishes to stem tetrapods proceeded through a series of groups – not all of which are included here. There was no sharp and distinct transition, rather it was a continuum from very tetrapod-like fishes to very fish-like tetrapods. SARCOPTERYGII – THE LOBE-FINNED FISHES Includes •Actinista (including Coelacanths) •Dipnoi (lungfishes) •Crossopterygii Crossopterygians include “tetrapods” – 4- legged land-dwelling vertebrates. The Actinista date back to the Devonian. They have very well developed lobed-fins. There remains one livnig representative of the group, the coelacanth, Latimeria chalumnae. A lungfish The Crossopterygii include numerous representatives, the best known of which include Eusthenopteron (pictured here) and Panderichthyes. Panderichthyids were the most tetrapod-like of the sarcopterygian fishes. Panderichthyes – note the lack of dorsal fine, but retention of tail fin. Coelacanths Lungfish Rhizodontids Eusthenopteron Panderichthyes Tiktaalik Ventastega Acanthostega Ichthyostega Tulerpeton Whatcheeria Pederpes More advanced amphibians Tiktaalik roseae – a lobe-finned fish intermediate between typical sarcopterygians and basal tetrapods. Mid to Late Devonian; 375 million years old. The back end of Tiktaalik’s skull is intermediate between fishes and tetrapods. Tiktaalik is a fish with wrist bones, yet still retaining fin rays. The posture of Tiktaalik’s fin/limb is intermediate between that of fishes an tetrapods. Coelacanths Lungfish Rhizodontids Eusthenopteron Panderichthyes Tiktaalik Ventastega Acanthostega Ichthyostega Tulerpeton Whatcheeria Pederpes More advanced amphibians Reconstructions of the basal tetrapod Ventastega. -
1 Single-Layer Breakwater Armouring: Feedback on The
SINGLE-LAYER BREAKWATER ARMOURING: FEEDBACK ON THE ACCROPODE™ TECHNOLOGY FROM SITE EXPERIENCE GIRAUDEL Cyril1, GARCIA Nicolas2, LEDOUX Sébastien3 The single-layer technique appeared at the beginning of the 1980s, with the ACCROPODE™ unit, and is thus entering its third decade. At the time, this solution was a real innovation, reducing the amount of concrete and steepening armour facing slopes, hence reducing the volume of materials required. After three decades in use and more than 200 projects to date, it was important to summarize the lessons learned during this period and to inspect (above and below water) some of these structures in order to assess their behaviour and particularly to confirm the validity of the unit placing rules. In addition to the aspects related to armour stability, the focus has been given to the colonization by marine life of the structures, including the bedding layers, toe berms, underlayer, armour units. The purpose of this paper is to share the experience gained throughout the inspections undertaken since 2010 on structures built more than 10 years ago. A large panel of structures has been inspected, of different ages and at various locations worldwide. Keywords: rubble-mound breakwater; single-layer armouring; ACCROPODE™ units; biodiversity INTRODUCTION The ACCROPODE™ armour unit, well known today, is a plain concrete unit designed to protect the breakwaters, in aiming to reducing considerably the use of material while implementing steeper slopes and a single layer of concrete units (Figure 1). Invented in 1981 thanks to the bases and knowledge acquired with the Tetrapod invented by the same engineering company in 1953, the technology is still currently used and more than 200 applications have been built worldwide. -
Designing the Future of Coastal Virginia Beach Landscape Design and Planning Studio
DESIGNING THE FUTURE OF COASTAL VIRGINIA BEACH LANDSCAPE DESIGN AND PLANNING STUDIO Landscape Architecture Program School of Architecture + Design Virginia Polytechnic Institute and State University Dr. Mintai Kim COURSE DESCRIPTION TABLE OF CONTENTS: This book documents the developments in an advanced studio course that enables students to address land- PHASE (1): scape architectural design and planning issues in various contexts and at a range of scales. Course Introduction ..........................................................4 Land planning and design in urban, suburban, and rural environments are a major professional PHASE 2: realm of landscape architects. Informed land planning and design should carefully consider the GIS Analysis for virginia beach ......................................22 impacts of each project on the surrounding wwenvironment. It is essential to understand that macro scale processes that link each project to its larger regional and global context. Responsible planning and design also depends on knowledge of the social needs, historic and cultural values, PHASE 3: political and economical feasibility, and perceptions of the people who are affected by the design Geodesign Workshop......................................................48 and planning activities. PHASE 4: The studio is aimed at providing students with the ability to understand, synthesize and apply Design & Planning...........................................................60 cultural and natural factors and issues on a continuum from a large scale -
Stability Design of Coastal Structures (Seadikes, Revetments, Breakwaters and Groins)
Note: Stability of coastal structures Date: August 2016 www.leovanrijn-sediment.com STABILITY DESIGN OF COASTAL STRUCTURES (SEADIKES, REVETMENTS, BREAKWATERS AND GROINS) by Leo C. van Rijn, www.leovanrijn-sediment.com, The Netherlands August 2016 1. INTRODUCTION 2. HYDRODYNAMIC BOUNDARY CONDITIONS AND PROCESSES 2.1 Basic boundary conditions 2.2 Wave height parameters 2.2.1 Definitions 2.2.2 Wave models 2.2.3 Design of wave conditions 2.2.4 Example wave computation 2.3 Tides, storm surges and sea level rise 2.3.1 Tides 2.3.2 Storm surges 2.3.3 River floods 2.3.4 Sea level rise 2.4 Wave reflection 2.5 Wave runup 2.5.1 General formulae 2.5.2 Effect of rough slopes 2.5.3 Effect of composite slopes and berms 2.5.4 Effect of oblique wave attack 2.6 Wave overtopping 2.6.1 General formulae 2.6.2 Effect of rough slopes 2.6.3 Effect of composite slopes and berms 2.6.4 Effect of oblique wave attack 2.6.5 Effect of crest width 2.6.6 Example case 2.7 Wave transmission 1 Note: Stability of coastal structures Date: August 2016 www.leovanrijn-sediment.com 3 STABILITY EQUATIONS FOR ROCK AND CONCRETE ARMOUR UNITS 3.1 Introduction 3.2 Critical shear-stress method 3.2.1 Slope effects 3.2.2 Stability equations for stones on mild and steep slopes 3.3 Critical wave height method 3.3.1 Stability equations; definitions 3.3.2 Stability equations for high-crested conventional breakwaters 3.3.3 Stability equations for high-crested berm breakwaters 3.3.4 Stability equations for low-crested, emerged breakwaters and groins 3.3.5 Stability equations for submerged breakwaters -
Evolution of the Muscular System in Tetrapod Limbs Tatsuya Hirasawa1* and Shigeru Kuratani1,2
Hirasawa and Kuratani Zoological Letters (2018) 4:27 https://doi.org/10.1186/s40851-018-0110-2 REVIEW Open Access Evolution of the muscular system in tetrapod limbs Tatsuya Hirasawa1* and Shigeru Kuratani1,2 Abstract While skeletal evolution has been extensively studied, the evolution of limb muscles and brachial plexus has received less attention. In this review, we focus on the tempo and mode of evolution of forelimb muscles in the vertebrate history, and on the developmental mechanisms that have affected the evolution of their morphology. Tetrapod limb muscles develop from diffuse migrating cells derived from dermomyotomes, and the limb-innervating nerves lose their segmental patterns to form the brachial plexus distally. Despite such seemingly disorganized developmental processes, limb muscle homology has been highly conserved in tetrapod evolution, with the apparent exception of the mammalian diaphragm. The limb mesenchyme of lateral plate mesoderm likely plays a pivotal role in the subdivision of the myogenic cell population into individual muscles through the formation of interstitial muscle connective tissues. Interactions with tendons and motoneuron axons are involved in the early and late phases of limb muscle morphogenesis, respectively. The mechanism underlying the recurrent generation of limb muscle homology likely resides in these developmental processes, which should be studied from an evolutionary perspective in the future. Keywords: Development, Evolution, Homology, Fossils, Regeneration, Tetrapods Background other morphological characters that may change during The fossil record reveals that the evolutionary rate of growth. Skeletal muscles thus exhibit clear advantages vertebrate morphology has been variable, and morpho- for the integration of paleontology and evolutionary logical deviations and alterations have taken place unevenly developmental biology.