Catalog of Worldwide Tidal Bore Occurrences and Characteristics AVAILABILITY of BOOKS and MAPS of the U.S
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Time and Tides in the Gulf of Maine a Dockside Dialogue Between Two Old Friends
1 Time and Tides in the Gulf of Maine A dockside dialogue between two old friends by David A. Brooks It's impossible to visit Maine's coast and not notice the tides. The twice-daily rise and fall of sea level never fails to impress, especially downeast, toward the Canadian border, where the tidal range can exceed twenty feet. Proceeding northeastward into the Bay of Fundy, the range grows steadily larger, until at the head of the bay, "moon" tides of greater than fifty feet can leave ships wallowing in the mud, awaiting the water's return. My dockside companion, nodding impatiently, interrupts: Yes, yes, but why is this so? Why are the tides so large along the Maine coast, and why does the tidal range increase so dramatically northeastward? Well, my friend, before we address these important questions, we should review some basic facts about the tides. Here, let me sketch a few things that will remind you about our place in the sky. A quiet rumble, as if a dark cloud had suddenly passed overhead. Didn’t expect a physics lesson on this beautiful day. 2 The only physics needed, my friend, you learned as a child, so not to worry. The sketch is a top view, looking down on the earth’s north pole. You see the moon in its monthly orbit, moving in the same direction as the earth’s rotation. And while this is going on, the earth and moon together orbit the distant sun once a year, in about twelve months, right? Got it skippah. -
Moons Phases and Tides
Moon’s Phases and Tides Moon Phases Half of the Moon is always lit up by the sun. As the Moon orbits the Earth, we see different parts of the lighted area. From Earth, the lit portion we see of the moon waxes (grows) and wanes (shrinks). The revolution of the Moon around the Earth makes the Moon look as if it is changing shape in the sky The Moon passes through four major shapes during a cycle that repeats itself every 29.5 days. The phases always follow one another in the same order: New moon Waxing Crescent First quarter Waxing Gibbous Full moon Waning Gibbous Third (last) Quarter Waning Crescent • IF LIT FROM THE RIGHT, IT IS WAXING OR GROWING • IF DARKENING FROM THE RIGHT, IT IS WANING (SHRINKING) Tides • The Moon's gravitational pull on the Earth cause the seas and oceans to rise and fall in an endless cycle of low and high tides. • Much of the Earth's shoreline life depends on the tides. – Crabs, starfish, mussels, barnacles, etc. – Tides caused by the Moon • The Earth's tides are caused by the gravitational pull of the Moon. • The Earth bulges slightly both toward and away from the Moon. -As the Earth rotates daily, the bulges move across the Earth. • The moon pulls strongly on the water on the side of Earth closest to the moon, causing the water to bulge. • It also pulls less strongly on Earth and on the water on the far side of Earth, which results in tides. What causes tides? • Tides are the rise and fall of ocean water. -
Deposition and Preservation of Estuarine Sediment, Turnagain Arm, Cook Inlet, Alaska
DEPOSITION AND PRESERVATION OF ESTUARINE SEDIMENT, TURNAGAIN ARM, COOK INLET, ALASKA by DARRON G DEBOER B.S., Kansas State University, 2007 A THESIS submitted in partial fulfillment of the requirements for the degree MASTER OF SCIENCE Department of Geology College of Arts and Sciences KANSAS STATE UNIVERSITY Manhattan, Kansas 2009 Approved by: Major Professor Allen W. Archer Copyright DARRON GRANT DEBOER 2009 Abstract Turnagain Arm is the hypertidal (commonly exceeding 9 m) west-east trending extension of Cook Inlet in south-central Alaska. The inlet formed from a drowned glacial valley that was subsequently filled with tidal deposits of silt and fine sand. The tidal system is semidiurnal with a prominent diurnal inequality. There are also variations due to spring and neap tides. Turnagain Arm is home to a tidal bore generated during spring tides that can reach heights of up to 2 m and travel at speeds of up to 5 m/s. Current reversals can be dramatic with ebb tidal velocities of 6 m/s changing to flood velocities of 10 m/s over a period of a few minutes. During the initial flood tide, highly turbid water can rise as fast as 10 cm/min. This combination of elements results in a highly dynamic depositional setting. Measurements taken in the inner estuary during several neap-spring cycles in the summers of 2007-08 documented deposition upon mud bars of as much as 8.9 cm per tidal event. Conversely, erosion of up to 13.5 cm per tidal event has been measured. The highest rates of deposition and erosion occurred during the spring tides while much lower rates occur during the neap tides. -
Tsunami, Seiches, and Tides Key Ideas Seiches
Tsunami, Seiches, And Tides Key Ideas l The wavelengths of tsunami, seiches and tides are so great that they always behave as shallow-water waves. l Because wave speed is proportional to wavelength, these waves move rapidly through the water. l A seiche is a pendulum-like rocking of water in a basin. l Tsunami are caused by displacement of water by forces that cause earthquakes, by landslides, by eruptions or by asteroid impacts. l Tides are caused by the gravitational attraction of the sun and the moon, by inertia, and by basin resonance. 1 Seiches What are the characteristics of a seiche? Water rocking back and forth at a specific resonant frequency in a confined area is a seiche. Seiches are also called standing waves. The node is the position in a standing wave where water moves sideways, but does not rise or fall. 2 1 Seiches A seiche in Lake Geneva. The blue line represents the hypothetical whole wave of which the seiche is a part. 3 Tsunami and Seismic Sea Waves Tsunami are long-wavelength, shallow-water, progressive waves caused by the rapid displacement of ocean water. Tsunami generated by the vertical movement of earth along faults are seismic sea waves. What else can generate tsunami? llandslides licebergs falling from glaciers lvolcanic eruptions lother direct displacements of the water surface 4 2 Tsunami and Seismic Sea Waves A tsunami, which occurred in 1946, was generated by a rupture along a submerged fault. The tsunami traveled at speeds of 212 meters per second. 5 Tsunami Speed How can the speed of a tsunami be calculated? Remember, because tsunami have extremely long wavelengths, they always behave as shallow water waves. -
Firth of Lorn Management Plan
FIRTH OF LORN MARINE SAC OF LORN MARINE SAC FIRTH ARGYLL MARINE SPECIAL AREAS OF CONSERVATION FIRTH OF LORN MANA MARINE SPECIAL AREA OF CONSERVATION GEMENT PLAN MANAGEMENT PLAN CONTENTS Executive Summary 1. Introduction CONTENTS The Habitats Directive 1.1 Argyll Marine SAC Management Forum 1.2 Aims of the Management Plan 1.3 2. Site Overview Site Description 2.1 Reasons for Designation: Rocky Reef Habitat and Communities 2.2 3. Management Objectives Conservation Objectives 3.1 Sustainable Economic Development Objectives 3.2 4. Activities and Management Measures Management of Fishing Activities 4.1 Benthic Dredging 4.1.1 Benthic Trawling 4.1.2 Creel Fishing 4.1.3 Bottom Set Tangle Nets 4.1.4 Shellfish Diving 4.1.5 Management of Gathering and Harvesting 4.2 Shellfish and Bait Collection 4.2.1 Harvesting/Collection of Seaweed 4.2.2 Management of Aquaculture Activities 4.3 Finfish Farming 4.3.1 Shellfish Farming 4.3.2 FIRTH OF LORN Management of Recreation and Tourism Activities 4.4 Anchoring and Mooring 4.4.1 Scuba Diving 4.4.2 Charter Boat Operations 4.4.3 Management of Effluent Discharges/Dumping 4.5 Trade Effluent 4.5.1 CONTENTS Sewage Effluent 4.5.2 Marine Littering and Dumping 4.5.3 Management of Shipping and Boat Maintenance 4.6 Commercial Marine Traffic 4.6.1 Boat Hull Maintenance and Antifoulant Use 4.6.2 Management of Coastal Development/Land-Use 4.7 Coastal Development 4.7.1 Agriculture 4.7.2 Forestry 4.7.3 Management of Scientific Research 4.8 Scientific Research 4.8.1 5. -
The Case for a Marine Act for Scotland the Tangle of the Forth
The Case for a Marine Act for Scotland The Tangle of the Forth © WWF Scotland For more information contact: WWF Scotland Little Dunkeld Dunkeld Perthshire PH8 0AD t: 01350 728200 f: 01350 728201 The Case for a Marine Act for Scotland wwf.org.uk/scotland COTLAND’S incredibly Scotland’s territorial rich marine environment is waters cover 53 per cent of Designed by Ian Kirkwood Design S one of the most diverse in its total terrestrial and marine www.ik-design.co.uk Europe supporting an array of wildlife surface area Printed by Woods of Perth and habitats, many of international on recycled paper importance, some unique to Scottish Scotland’s marine and WWF-UK registered charity number 1081274 waters. Playing host to over twenty estuarine environment A company limited by guarantee species of whales and dolphins, contributes £4 billion to number 4016274 the world’s second largest fish - the Scotland’s £64 billion GDP Panda symbol © 1986 WWF – basking shark, the largest gannet World Wide Fund for Nature colony in the world and internationally 5.5 million passengers and (formerly World Wildlife Fund) ® WWF registered trademark important numbers of seabirds and seals 90 million tonnes of freight Scotland’s seas also contain amazing pass through Scottish ports deepwater coral reefs, anemones and starfish. The rugged coastline is 70 per cent of Scotland’s characterised by uniquely varied habitats population of 5 million live including steep shelving sea cliffs, sandy within 0km of the coast and beaches and majestic sea lochs. All of 20 per cent within km these combined represent one of Scotland’s greatest 25 per cent of Scottish Scotland has over economic and aesthetic business, accounting for 11,000km of coastline, assets. -
Habitats Regulations Appraisal (HRA) on the Moray Firth a Guide for Developers and Regulators
Scottish Natural Heritage Habitats Regulations Appraisal (HRA) on the Moray Firth A Guide for developers and regulators Photo: Donald M Fisher Contents Section 1 Introduction 4 Introduction 4 Section 2 Potential Pathways of Impact 6 Construction 6 Operation 6 Table 1 Generic impact pathways and mitigation to consider 7 Section 3 Ecological Principles 9 Habitats and physical processes 9 Management of the environment 10 Land claim and physical management of the intertidal 10 Dredging and Disposal 11 Disturbance – its ecological consequences 12 Types of disturbance 12 Disturbance whilst feeding 13 Disturbance at resting sites 14 Habituation and prevention 14 Section 4 Habitats Regulations Appraisal (HRA) 15 Natura 2000 15 The HRA procedure 16 HRA in the Moray Firth area 17 Figure 1 The HRA process up to and including appropriate assessment 18 The information required 19 Determining that there are no adverse effects on site integrity 19 Figure 2 The HRA process where a Competent Authority wishes to consent to a plan or project, but cannot conclude that there is no adverse effect on site integrity 20 1 Section 5 Accounts for Qualifying Interests 21 Habitats 21 Atlantic salt meadows 21 Coastal dune heathland 22 Lime deficient dune heathland with crowberry 23 Embryonic shifting dunes 24 Shifting dunes with marram 25 Dune grassland 26 Dunes with juniper 27 Humid dune slacks 28 Coastal shingle vegetation outside the reach of waves 29 Estuaries 30 Glasswort and other annuals colonising mud and sand 31 Intertidal mudflats and sandflats 32 Reefs 33 -
DETERMINING the LOCATION of HYDRAULIC JUMP by MODEL TEST and HEC-2 FLOW ROUTING/ a Thesis Presented to the Faculty of the Fritz
L-DETERMINING THE LOCATION OF HYDRAULIC JUMP BY MODEL TEST AND HEC-2 FLOW ROUTING/ A Thesis Presented to The Faculty of the Fritz J. and Dolores H. Russ College of Engineering and Technology Ohio University In Partial Fulment of the Requirement for the Degree Master of Science by Chen-Feng Li, 4 August, 1995 ACKNOWLEDGEMENTS The author gratefdly acknowledges the hanicial support fiom my family, advisor Dr. Chang (Civil Engineering Dept., Ohio University) and Feng Chia University (Taiwan). The author would like to thank the Civil Engineering Department for the help they provided by supplying the various equipment used for my studies. The author also wants to thank those who have helped in my thesis writing. TABLE OF CONTENTS TABLE OF CONTENTS ................................iv LIST OF TABLES ...................................vii LIST OF FIGURES .................................. viii LIST OF SYMBOLS ..................................xii I. INTRODUCTION .................................. 1 I. 1 Background of Study .......................... 1 1.2 Purpose of Study ............................ 2 1.3 Buckingham PI Theorem and Dynamic Simulation ........... 2 1.4 Experiments and Requirements ..................... 3 I .5 The FUTURE Development of the Study ................ 4 I1 . SELECTED LITERATURE REVIEW ..................... 6 11 . 1 Theoretical Development of Hydraulic Jump .............. 6 II.2 Studies of Hydraulic Jump ....................... 6 LI.3 Channel Slope and Hydraulic Jump ................... 8 v 11.4 Length and Location of Hydraulic Jump .................11 II.5 Force and Hydraulic Jump ........................14 II.6 Hydraulic Structures and Hydraulic Jump ................16 II.6.1 Hydraulic Jump in A Stilling Basin ...............17 II.6.2 Sluice Gate and Hydraulic Jump ................17 11.6.3 Sill and Hydraulic Jump ....................19 11.7 Computer Simulation ofHydraulic Jump Surface Profiles ........24 m . -
Characteristics of Undular Hydraulic Jump Downstream of a Sluice Gate
CHARACTERISTICS OF UNDULAR HYDRAULIC JUMP DOWNSTREAM OF A SLUICE GATE KARAKTERISTIK LONCATAN HIDROLIK UNDULAR DI HILIR PINTU AIR Komang Arya Utama 1), Bambang Yulistiyanto 2), and Budi S. Wignyosukarto 2) 1) Lecturer in Civil Engineering Department, Faculty of Engineering, Gorontalo State University 2) Lecturer in Civil and Environmental Engineering Department, Faculty of Engineering, Gadjah Mada University ABSTRACT Undular hydraulic jump is a hydraulic jump with a low Froude number which is marked by the emergence of a fixed roller. Information about the characteristics of undular hydraulic jump is still very poor. In order for the interests of the development of science, it is necessary to in-depth study of the hydraulic characteristics and phenomenon that appear on the undular hy- draulic jump. This research is applying the 2D physical model that used a tilting flume. Sluice gate is used as a tool to gene- rate the undular hydraulic jump. Measurement of distance and depth using a point gauge while the flow velocity was measu- red using a Nixon Streamflo 422 Currentmeter. Circulation flow is driven by using water pumps with discharge 15 l/s and 30 l/s. The results of this study indicate that the maximum flow velocity of dimensionless velocity distribution are at 0.5 - 0.9. Lowest value of Froude number obtained in running model Q9A1 is Fr1 = 1.197 and its highest value obtained in running mo- del Q3A1 is Fr1 limit = 2.258. The wave steepness is mild with a slope range are 0.1 to 0.3 or 10% to 30%. The length and height of the wave form are reduce at the first, second, third and so on until the condition of conjugate depth (y3). -
Analysis of Turbulent Hydraulic Jump Over a Transitional Rough Bed of a Rectangular Channel: Universal Relations Noor Afzal Aligarh Muslim University, India
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Civil Engineering Faculty Publications Civil Engineering 2011 Analysis of Turbulent Hydraulic Jump over a Transitional Rough Bed of a Rectangular Channel: Universal Relations Noor Afzal Aligarh Muslim University, India A. Bushra University of Nebraska-Lincoln Abu Seena Korea Advanced Institute of Science and Technology, Daejeon, Korea Follow this and additional works at: http://digitalcommons.unl.edu/civilengfacpub Part of the Hydraulic Engineering Commons Afzal, Noor; Bushra, A.; and Seena, Abu, "Analysis of Turbulent Hydraulic Jump over a Transitional Rough Bed of a Rectangular Channel: Universal Relations" (2011). Civil Engineering Faculty Publications. 54. http://digitalcommons.unl.edu/civilengfacpub/54 This Article is brought to you for free and open access by the Civil Engineering at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Civil Engineering Faculty Publications by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. Published in Journal of Engineering Mechanics 137:12 (2011), pp. 835-845; doi: 10.1061/(ASCE)EM .1943-7889.0000294 Copyright © 2011 American Society of Civil Engineers. Used by permission. Submitted August 9, 2010; approved June 27, 2011; published online June 29, 2011. digitalcommons.unl.edu Analysis of Turbulent Hydraulic Jump over a Transitional Rough Bed of a Rectangular Channel: Universal Relations Noor Afzal,1 A. Bushra,2 and Abu Seena3 1. Visiting Professor, Department of Mechanical Engineering, Korea Advanced Institute of Science and Technology, Daejeon, Korea, and Faculty of Engineering, Aligarh Muslim University, Aligarh, India 2. Department of Civil Engineering, University of Nebraska 3. Department of Mechanical Engineering, Korea Advanced Institute of Science and Technology, Daejeon, Korea. -
The Saltwater Crocodile, Crocodylus Porosus Schneider, 1801, in the Kimberley Coastal Region
Journal of the Royal Society of Western Australia, 94: 407–416, 2011 The Saltwater Crocodile, Crocodylus porosus Schneider, 1801, in the Kimberley coastal region V Semeniuk1, C Manolis2, G J W Webb2,4 & P R Mawson3 1 V & C Semeniuk Research Group 21 Glenmere Rd., Warwick, WA 6024 2 Wildlife Management International Pty. Limited PO Box 530, Karama, NT 0812 3 Department of Environment & Conservation Locked Bag 104, Bentley D.C., WA 6983 4 School of Environmental Research, Charles Darwin University, NT 0909 Manuscript received April 2011; accepted April 2011 Abstract The Australian Saltwater Crocodile, Crocodylus porosus, is an iconic species of the Kimberley region of Western Australia. Biogeographically, it is distributed in the Indo-Pacific region and extends to northern Australia, with Australia representing the southernmost range of the species. In Western Australia C. porosus now extends to Exmouth Gulf. In the Kimberley region, C. porosus is found in most of the major river systems and coastal waterways, with the largest populations in the rivers draining into Cambridge Gulf, and the Prince Regent and Roe River systems. The Kimberly region presents a number of coastlines to the Saltwater Crocodile. In the Cambridge Gulf and King Sound, there are mangrove-fringed or mangrove inhabited tidal flats and tidal creeks, that pass landwards into savannah flats, providing crocodiles with a landscape and seascape for feeding, basking and nesting. The Kimberley Coast is dominantly rocky coasts, rocky ravines/ embayments, sediment-filled valleys with mangroves and tidal creeks, that generally do not pass into savannah flats, and areas for nesting are limited. Since the 1970s when the species was protected, the depleted C. -
Kimberley Marine Biota. History and Environment
RECORDS OF THE WESTERN AUSTRALIAN MUSEUM 84 001–018 (2014) DOI: 10.18195/issn.0313-122x.84.2014.001-018 SUPPLEMENT Kimberley marine biota. History and environment Barry Wilson Research Associate, Department of Aquatic Zoology, Western Australian Museum, Locked Bag 49, Welshpool DC, Western Australia 6986, Australia. Email: [email protected] ABSTRACT – The remote tropical Kimberley region of Western Australia is introduced, its physical marine environment, habitats and classifi cation into bioregions are described, and its marine science history is summarised. An introduction to the ongoing Western Australian Museum marine biological survey program and its objectives are also provided. The geology, metocean conditions and climate of the region are summarised. A primary division of the Kimberley coastline is noted with a northern section dominated by Proterozoic meta-sedimentary and igneous rocks (Kimberley and Bonaparte Gulf Bioregions) and a southern section dominated by Mesozoic and Cainozoic sedimentary rocks (King Sound and Canning Bioregions). In the former section inner shelf seabed sediments overlying the inundated Yampi Plateau are principally of terrestrial origin while in the Canning Bioregion they are principally marine carbonates. On the middle and outer shelf (Oceanic Shoals and North West Shelf Bioregions) sediments are primarily marine carbonates. Along the shelf margin the water is clear and oligotrophic and subject to the Indonesian Through Flow current that originates in the western Pacifi c. The coastal zone is macrotidal, currents are predominantly tide driven and the coastal water is turbid and probably nutrient rich. These environmental differences and the different connectivity regimes account for distinctive offshore and coastal reef communities. KEYWORDS: marine flora, marine fauna, habitats, geology, ocean currents, climate, species distributions, biogeographic affi nities, IMCRA Bioregions, science history INTRODUCTION traditional lands in their care under the Healthy The Kimberley is the northernmost part Country program.