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Navy Columbia-Class Ballistic Missile Submarine Program
Navy Columbia (SSBN-826) Class Ballistic Missile Submarine Program: Background and Issues for Congress Updated September 14, 2021 Congressional Research Service https://crsreports.congress.gov R41129 Navy Columbia (SSBN-826) Class Ballistic Missile Submarine Program Summary The Navy’s Columbia (SSBN-826) class ballistic missile submarine (SSBN) program is a program to design and build a class of 12 new SSBNs to replace the Navy’s current force of 14 aging Ohio-class SSBNs. Since 2013, the Navy has consistently identified the Columbia-class program as the Navy’s top priority program. The Navy procured the first Columbia-class boat in FY2021 and wants to procure the second boat in the class in FY2024. The Navy’s proposed FY2022 budget requests $3,003.0 (i.e., $3.0 billion) in procurement funding for the first Columbia-class boat and $1,644.0 million (i.e., about $1.6 billion) in advance procurement (AP) funding for the second boat, for a combined FY2022 procurement and AP funding request of $4,647.0 million (i.e., about $4.6 billion). The Navy’s FY2022 budget submission estimates the procurement cost of the first Columbia- class boat at $15,030.5 million (i.e., about $15.0 billion) in then-year dollars, including $6,557.6 million (i.e., about $6.60 billion) in costs for plans, meaning (essentially) the detail design/nonrecurring engineering (DD/NRE) costs for the Columbia class. (It is a long-standing Navy budgetary practice to incorporate the DD/NRE costs for a new class of ship into the total procurement cost of the first ship in the class.) Excluding costs for plans, the estimated hands-on construction cost of the first ship is $8,473.0 million (i.e., about $8.5 billion). -
Data Dictionary for Grain-Size Data Tables
Data Dictionary for Grain-Size Data Tables The table below describes the attributes (data columns) for the grain-size data tables presented in this report. The metadata for the grain-size data are not complete if they are not distibuted with this document. Attribute_Label Attribute_Definition SAMPLE ID Sediment Sample identification number DEPTH (cm) Sample depth interval, in centimeters Physical description of sediment textural group - describes the dominant grain size class of the sample (after Folk, 1954): SEDIMENT TEXTURE (Folk, 1954) Sand, Clayey Sand, Muddy Sand, Silty Sand, Sandy Clay, Sandy Mud, Sandy Silt, Clay, Mud, or Silt AVERAGED SAMPLE RUNS Number of sample runs (N) included in the averaged statistics or other relavant information MEAN GRAIN SIZE (mm) Mean grain size, in microns (after Folk and Ward, 1957) MEAN GRAIN SIZE STANDARD DEVIATION (mm) Standard deviation of mean grain size, in microns SORTING (mm) Sample sorting - the standard deviation of the grain size distribution, in microns (after Folk and Ward, 1957) SORTING STANDARD DEVIATION (mm) Standard deviation of sorting, in microns SKEWNESS (mm) Sample skewness - deviation of the grain size distribution from symmetrical, in microns (after Folk and Ward, 1957) SKEWNESS STANDARD DEVIATION (mm) Standard deviation of skewness, in microns KURTOSIS (mm) Sample kurtosis - degree of curvature near the mode of the grain size distribution, in microns (after Folk and Ward, 1957) KURTOSIS STANDARD DEVIATION (mm) Standard deviation of kurtosis, in microns MEAN GRAIN SIZE (ɸ) Mean -
Turbidity Current Flow Over an Erodible Obstacle and Phases of Sediment Wave Generation Moshe Strauss1,2 and Michael E
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 117, C06007, doi:10.1029/2011JC007539, 2012 Turbidity current flow over an erodible obstacle and phases of sediment wave generation Moshe Strauss1,2 and Michael E. Glinsky2,3,4 Received 24 August 2011; revised 21 March 2012; accepted 20 April 2012; published 7 June 2012. [1] We study the flow of particle-laden turbidity currents down a slope and over an obstacle. A high-resolution 2-D computer simulation model is used, based on the Navier-Stokes equations. It includes poly-disperse particle grain sizes in the current and substrate. Particular attention is paid to the erosion and deposition of the substrate particles, including application of an active layer model. Multiple flows are modeled from a lock release that can show the development of sediment waves (SW). These are stream-wise waves that are triggered by the increasing slope on the downstream side of the obstacle. The initial obstacle is completely erased by the resuspension after a few flows leading to self consistent and self generated SW that are weakly dependant on the initial obstacle. The growth of these waves is directly related to the turbidity current being self sustaining, that is, the net erosion is more than the net deposition. Four system parameters are found to influence the SW growth: (1) slope, (2) current lock height, (3) grain lock concentration, and (4) particle diameters. Three phases are discovered for the system: (1) “no SW,” (2) “SW buildup,” and (3) “SW growth”. The second phase consists of a soliton-like SW structure with a preserved shape. -
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. -
Cumulated Bibliography of Biographies of Ocean Scientists Deborah Day, Scripps Institution of Oceanography Archives Revised December 3, 2001
Cumulated Bibliography of Biographies of Ocean Scientists Deborah Day, Scripps Institution of Oceanography Archives Revised December 3, 2001. Preface This bibliography attempts to list all substantial autobiographies, biographies, festschrifts and obituaries of prominent oceanographers, marine biologists, fisheries scientists, and other scientists who worked in the marine environment published in journals and books after 1922, the publication date of Herdman’s Founders of Oceanography. The bibliography does not include newspaper obituaries, government documents, or citations to brief entries in general biographical sources. Items are listed alphabetically by author, and then chronologically by date of publication under a legend that includes the full name of the individual, his/her date of birth in European style(day, month in roman numeral, year), followed by his/her place of birth, then his date of death and place of death. Entries are in author-editor style following the Chicago Manual of Style (Chicago and London: University of Chicago Press, 14th ed., 1993). Citations are annotated to list the language if it is not obvious from the text. Annotations will also indicate if the citation includes a list of the scientist’s papers, if there is a relationship between the author of the citation and the scientist, or if the citation is written for a particular audience. This bibliography of biographies of scientists of the sea is based on Jacqueline Carpine-Lancre’s bibliography of biographies first published annually beginning with issue 4 of the History of Oceanography Newsletter (September 1992). It was supplemented by a bibliography maintained by Eric L. Mills and citations in the biographical files of the Archives of the Scripps Institution of Oceanography, UCSD. -
Relationship Between Continental Rise Development and Palaeo-Ice Sheet Dynamics, Northern Antarctic Peninsula Pacific Margin
ARTICLE IN PRESS Quaternary Science Reviews 25 (2006) 933–944 Relationship between continental rise development and palaeo-ice sheet dynamics, Northern Antarctic Peninsula Pacific margin David Amblasa, Roger Urgelesa, Miquel Canalsa,Ã, Antoni M. Calafata, Michele Rebescob, Angelo Camerlenghia, Ferran Estradac, Marc De Batistd, John E. Hughes-Clarkee aGRC Geocie`ncies Marines, Universitat de Barcelona, Martı´ i Franque`s s/n, E-08028 Barcelona, Spain bIstituto Nazionale di Oceanografia e di Geofisica Sperimentale (OGS), Borgo Grotta Gigante 42/c, 34010 Sgonico, Trieste, Italy cCSIC Institut de Cie`ncies del Mar, Passeig Marı´tim Barceloneta 37-49, 08003 Barcelona, Spain dRenard Centre of Marine Geology, Ghent University, Krijgslaan 281 S8, B-9000 Gent, Belgium eOcean Mapping Group, University of New Brunswick, Fredericton, New Brunswick, Canada E3B 5A3 Received 17 December 2004; accepted 10 July 2005 Abstract Acquisition of swath bathymetry data west of the North Antarctic Peninsula (NAP), between 631S and 661S, and its integration with the predicted seafloor topography of Smith and Sandwell [Global seafloor topography from satellite altimetry and ship depth soundings. Science 277, 1956–1962.] reveal the links between the continental rise depositional systems and the NAP palaeo-ice sheet dynamics. The NAP Pacific margin consists of a wide continental shelf dissected by several troughs, tens of kilometres wide and long. The Biscoe Trough, which has been almost entirely surveyed with multibeam sonar, shows spectacular fan-shaped streamlining sea-floor morphologies revealing the presence of ice streams during the Last Glacial Maximum. In the study area the continental rise comprises the six northernmost sediment mounds of the NAP Pacific margin and the canyon-channel systems between them. -
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 ............... -
Ngu Report 2017.046
Geological Survey of Norway P.O.Box 6315 Torgard REPORT NO-7491 TRONDHEIM Tel.: 47 73 90 40 00 ISSN: 0800-3416 (print) Report no.: 2017.046 ISSN: 2387-3515 (online) Grading: Open Title: Seabed sedimentary environments and sediments (genesis) in the Nordland VI area off northern Norway Authors: Valérie K. Bellec, Reidulv Bøe, Client: MAREANO Leif Rise, Aave Lepland, Terje Thorsnes County: Norway Commune: Map-sheet name (M=1:250.000) Map-sheet no. and -name (M=1:50.000) Deposit name and grid-reference: Number of pages: 24 Price (NOK): 110,- Map enclosures: 0 Fieldwork carried out: Date of report: Project no.: Person responsible: 2008-2016 15.12.2017 311720 Summary: This report presents maps of sedimentary environments and seabed sediments (genesis) in the Nordland VI management area off northern Norway. The maps, which cover about 25 000 km² and water depths from 60 m to 2700 m, are based on multibeam echosounder data (bathymetry and backscatter), 215 video lines each 700 m long, seabed sediment samples from 40 stations (grab, boxcore and multicore) and 5500 km of sub-bottom profiler data. The sedimentary environment map has 6 classes, focussing on present depositional environments (erosion and deposition). Large parts of the Nordland VI continental shelf are dominated by erosion processes, but some deposition occurs in topographic depressions and glacial troughs like Trænadjupet and Vesterdjupet. Hemipelagic sediments are deposited in deep water areas on the continental slope and abyssal plain. The seabed sediments (genesis) map comprises a geological interpretation of the uppermost few metres of the seabed, and has 10 classes. -
Evolution and Grain Size Distribution of Bahamian Ooid Shoals From
Movement and grain size distribution of Bahamian sand shoals from remote sensing Kathryn M. Stack Michael Lamb, Ralph Milliken, Sebastien Leprince, John Grotzinger California Institute of Technology KISS Monitoring Earth Surface Changes From Space II 3/30/10 Motivation: Understand how sediment moves underwater Transport Grain size Implicaons Evoluon of shallow Petroleum and natural CO2 reservoirs bathymetry gas reservoirs 2 How remote sensing data can help • Obtain a 2-D snapshot of a modern day shallow carbonate environment • Build up a time series of morphology and grain size • Quantify the distribution and movement of sediment at a variety of temporal and spatial scales –Tides versus storms? • Use the modern to better understand the 3-D patterns of porosity and permeability in the rock record The Bahamas: A modern carbonate environment Florida The Atlantic Ocean The Bahamas Cuba 100 km Google Earth Tongue of the Ocean Schooner Cays 20 km 20 km Exumas Lily Bank 2 km 2 km Tongue of the Ocean 10 km 1 Crest spacing ~ 1‐10 km Google Earth 3 Crest spacing ~ 100 m 2 1 km Crest spacing ~ 1 km ASTER, Band 1 20 m Sediment transport and bedform migration Bedform spatial scales = 5-10 cm, 1 m, 10-100 m, 1-10 km Temporal scales = Hours, days, years Δy Δx Transport Ideal Imaging Campaign • High enough spatial resolution to see bedform crests on a number of scales - Sub-meter resolution - Auto-detection system • High enough temporal resolution to distinguish between slow steady processes and storms - Image collection every 3 to 6 hours • Spectral resolution depending on bedform scale of interest Also useful: • High resolution water topography (sub-meter resolution) • Track currents, tides, and water velocity Application of COSI-Corr • Use the COSI-Corr software developed by Leprince et al. -
The Effect of Variable Grain Size Distribution on Beach's
Delft University of Technology Faculty of Civil Engineering and Geosciences Department of Hydraulic Engineering MSc Thesis THE EFFECT OF VARIABLE GRAIN SIZE DISTRIBUTION ON BEACH’S MORPHOLOGICAL RESPONSE Graduation committee: Prof.dr.ir. A.J.H.M. Reniers Author: Dr.ir. Matthieu de Schipper Melike Koktas Ir. Tjerk Zitman Dr. Edith L. Gallagher May 2017 P a g e 2 | 67 EXECUTIVE SUMMARY Field studies with in-situ sediment sampling demonstrate the spatial variability in grain size on a sandy beach. However, conventional numerical models that are used to simulate the coastal morphodynamics ignore this variability of sediment grain size and use a uniform grain size distribution of mostly around and assumed fine grain size. This thesis study investigates the importance of variable grain size distribution in a beach’s morphological response. For this purpose, first a field experiment campaign was conducted at the USACE Field Research Facility (FRF) in Duck, USA, in the spring of 2014. This experiment campaign was called SABER_Duck as an acronym for ‘Stratigraphy And BEach Response’. During SABER_Duck, in-situ swash zone grain size distribution, the prevailing hydrodynamic conditions and the time-series of the cross-shore bathymetry data were collected. The data confirmed a highly variable grain size distribution in the swash zone both vertically and horizontally. Additionally, the two trench survey observations showed the existence of continuous layers of coarse and fine sands comprising the beach stratigraphy. Secondly, a process based numerical coastal morphology model, XBeach, was chosen to simulate the beach profile response to wave and tidal action. A 1D cross-shore profile model was built and tested with the bathymetry data and accompanying boundary conditions that were collected during SABER_Duck. -
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.