'Wave period' diaporamas de présentation

Hydrosedimentary processes in the nearshore domain Elements for the physical approach

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TIDES

TIDES. Tides. Equilibrium vs. Dynamic Theory. Equilibrium Tide Theory assumes: Earth has 2 equal tidal bulges, toward & away from Moon ocean covers entire Earth; has uniform depth no friction between ocean & seafloor continents have no influence. Tides. F=G m 1 m 2. r 2.

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The Integration of Model Results and GIS via the Marine Data Model

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Whitley Academy Science Faculty

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Elastic moduli

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Warmup Tuesday 11/29

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Wind Direction, Intensity, and Dominant Wave Period Analysis

Keweenaw North Waterway Buoy Bob Shuchman : shuchman@mtu.edu Colin Brooks: colin.brooks@mtu.edu Nate Jessee : nljessee@mtu.edu. Wind Direction, Intensity, and Dominant Wave Period Analysis. www.michigantechlakesuperior.org www.mtri.org. Analysis of Wind Direction and Speed.

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Sedimentology

ERSC/GEOG 2P16. Sedimentology. April 7, 2010. http://www.brocku.ca/sedimentology. Chapter 6. Flow, bed forms and stratification under oscillatory and combined currents. The continuum from oscillating to unidirectional flows:. Waves.

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Biomedical Imaging I

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Properties of Waves

Properties of Waves. Anatomy of a Wave. Wave: a disturbance that carries energy through matter or space Crest: the highest point of a wave Trough: The lowest point in a wave. Wave Length. wavelength: the distance between any two corresponding locations on the wave.

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QUASI-THREE DIMENSIONAL NUMERICAL MODEL OF WAVE-DRIVEN COASTAL CURRENTS

QUASI-THREE DIMENSIONAL NUMERICAL MODEL OF WAVE-DRIVEN COASTAL CURRENTS. Jinhai ZHENG 27 June, 2011. IAHR WORLD CONGRESS 2011, BRISBANE, AUSTRALIA. 1 INTRODUCTION. Coastal current is generated when waves approch and break obliquely to the shoreline.

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(Geyer & Traykovski, 2001)

Modeling of Clinoforms Created By Wave/Current Supported Gravity Flows: Carl Friedrichs, Virginia Institute of Marine Science, presented at CSDMS 10/19/09. (Geyer & Traykovski, 2001).

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The future of altimetry in measuring ocean surface waves from space

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Feasibility Study of Harnessing Onshore Wave Energy at Waipapa

School of Engineering / Unitec Institute of Technology. Feasibility Study of Harnessing Onshore Wave Energy at Waipapa. By Muhunthan Ponniah / Babar Mahmood. INTRODUCTION. The two key issues that are beginning to drive the current energy sector are Climate change and Fuel Security

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crest

Wave height H. crest. Wave amplitude A. SWL. H = A/2. Water depth h. trough. Wave period T. wavelength. l. x. t. y. u/U 0. y. 1. V P. u/U 0. -1. u/U 0. 1. u = 0. u/U 0 = 1. 1/cosh(kh). v/V 0. u = 0. 1. 0. y. V P. v/V 0. v/V 0 = 1 + y/h. v = 0. y/h. -. v/V 0.

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Chapter 16

Waves and Energy Transfer. Chapter 16. General definitions of vibrations and waves. Vibration : in a general sense, anything that switches back and forth, to and fro, side to side, in and out, off and on, loud and soft, or up and down is vibrating . A vibration is a wiggle in time .

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Ocean Currents, Waves, and Tides

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TIDE TOOL: Open-Source Sea-Level Monitoring Software for Tsunami Warning Systems

NH33A-1665. TIDE TOOL: Open-Source Sea-Level Monitoring Software for Tsunami Warning Systems. 1. Pacific Tsunami Warning Center, USA, stuart.weinstein@noaa.gov 2. International Tsunami Information Center/UNESCO-NOAA, USA, l.kong@unesco.org.

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