Latitude and Longitude History
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Rotational Motion (The Dynamics of a Rigid Body)
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Robert Katz Publications Research Papers in Physics and Astronomy 1-1958 Physics, Chapter 11: Rotational Motion (The Dynamics of a Rigid Body) Henry Semat City College of New York Robert Katz University of Nebraska-Lincoln, [email protected] Follow this and additional works at: https://digitalcommons.unl.edu/physicskatz Part of the Physics Commons Semat, Henry and Katz, Robert, "Physics, Chapter 11: Rotational Motion (The Dynamics of a Rigid Body)" (1958). Robert Katz Publications. 141. https://digitalcommons.unl.edu/physicskatz/141 This Article is brought to you for free and open access by the Research Papers in Physics and Astronomy at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Robert Katz Publications by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. 11 Rotational Motion (The Dynamics of a Rigid Body) 11-1 Motion about a Fixed Axis The motion of the flywheel of an engine and of a pulley on its axle are examples of an important type of motion of a rigid body, that of the motion of rotation about a fixed axis. Consider the motion of a uniform disk rotat ing about a fixed axis passing through its center of gravity C perpendicular to the face of the disk, as shown in Figure 11-1. The motion of this disk may be de scribed in terms of the motions of each of its individual particles, but a better way to describe the motion is in terms of the angle through which the disk rotates. -
Create an Absence/OT Request (Timekeeper)
Create an Absence/OT Request (Timekeeper) 1. From the Employee Self Service home page, select the drop-down at the top of the screen, and choose Time Administration. a. Follow these instructions to add the Time Administration page/tile to your homepage. 2. Select the Time Administration tile. a. It might take a moment for the Time Administration page to load. Create Absence/OT Request (Timekeeper) | 1 3. Select the Report Employee Time tab. 4. Click on the Employee Selection arrow to make the Employee Selection Criteria section appear. Enter full or partial search items to refine the list of employees, and select the Get Employees button. a. If you do not enter search criteria and simply click Get Employees, all employees will appear in the Search Results section. Create Absence/OT Request (Timekeeper) | 2 5. A list of employees will appear. Select the employee for whom you would like to create an absence or overtime request. 6. The employee’s timesheet will appear. Navigate to the date of the leave request using the Date field or Previous Period/Next Period hyperlinks, and select the refresh [ ] icon. Create Absence/OT Request (Timekeeper) | 3 7. Select the Absence/OT tab on the timesheet. 8. Select the Add Absence Event button. Create Absence/OT Request (Timekeeper) | 4 9. Enter the Start and End Dates for the absence/overtime event. 10. Select the Absence Name drop-down to choose the appropriate option. Create Absence/OT Request (Timekeeper) | 5 11. Select the Details hyperlink. 12. The Absence Event Details screen will pop up. Create Absence/OT Request (Timekeeper) | 6 13. -
QUICK REFERENCE GUIDE Latitude, Longitude and Associated Metadata
QUICK REFERENCE GUIDE Latitude, Longitude and Associated Metadata The Property Profile Form (PPF) requests the property name, address, city, state and zip. From these address fields, ACRES interfaces with Google Maps and extracts the latitude and longitude (lat/long) for the property location. ACRES sets the remaining property geographic information to default values. The data (known collectively as “metadata”) are required by EPA Data Standards. Should an ACRES user need to be update the metadata, the Edit Fields link on the PPF provides the ability to change the information. Before the metadata were populated by ACRES, the data were entered manually. There may still be the need to do so, for example some properties do not have a specific street address (e.g. a rural property located on a state highway) or an ACRES user may have an exact lat/long that is to be used. This Quick Reference Guide covers how to find latitude and longitude, define the metadata, fill out the associated fields in a Property Work Package, and convert latitude and longitude to decimal degree format. This explains how the metadata were determined prior to September 2011 (when the Google Maps interface was added to ACRES). Definitions Below are definitions of the six data elements for latitude and longitude data that are collected in a Property Work Package. The definitions below are based on text from the EPA Data Standard. Latitude: Is the measure of the angular distance on a meridian north or south of the equator. Latitudinal lines run horizontal around the earth in parallel concentric lines from the equator to each of the poles. -
AIM: Latitude and Longitude
AIM: Latitude and Longitude Latitude lines run east/west but they measure north or south of the equator (0°) splitting the earth into the Northern Hemisphere and Southern Hemisphere. Latitude North Pole 90 80 Lines of 70 60 latitude are 50 numbered 40 30 from 0° at 20 Lines of [ 10 the equator latitude are 10 to 90° N.L. 20 numbered 30 at the North from 0° at 40 Pole. 50 the equator ] 60 to 90° S.L. 70 80 at the 90 South Pole. South Pole Latitude The North Pole is at 90° N 40° N is the 40° The equator is at 0° line of latitude north of the latitude. It is neither equator. north nor south. It is at the center 40° S is the 40° between line of latitude north and The South Pole is at 90° S south of the south. equator. Longitude Lines of longitude begin at the Prime Meridian. 60° W is the 60° E is the 60° line of 60° line of longitude west longitude of the Prime east of the W E Prime Meridian. Meridian. The Prime Meridian is located at 0°. It is neither east or west 180° N Longitude West Longitude West East Longitude North Pole W E PRIME MERIDIAN S Lines of longitude are numbered east from the Prime Meridian to the 180° line and west from the Prime Meridian to the 180° line. Prime Meridian The Prime Meridian (0°) and the 180° line split the earth into the Western Hemisphere and Eastern Hemisphere. Prime Meridian Western Eastern Hemisphere Hemisphere Places located east of the Prime Meridian have an east longitude (E) address. -
Welcome to Random Moment Time Survey (RMTS) for School-Based Medi-Cal Administrative Activities (SMAA)
Welcome to Random Moment Time Survey (RMTS) for School-Based Medi-Cal Administrative Activities (SMAA) 2018-2019 Quarter 4 (April – June 2019) Your program administrator(s) has selected you to be a Time Survey Participant (TSP) in the SMAA program. Due to the random nature of the RMTS methodology there is a possibility that you may or may not receive one or more moments in a given quarter. If selected, you will receive your first email notification 5 student attendance days prior to the moment and another email 1 hour prior to the moment. Once each random moment occurs, you will have 5 student attendance days to respond to three simple questions: 1. Who were you with? • DO NOT use proper names, use job title or category 2. What were you doing? • Be specific, detailed and precise for your one minute moment • Do not use abbreviations or acronyms 3. Why were you performing this activity? • Again be specific. This part of the response makes clear to an outside reviewer the purpose of your activity for the moment, and why you did it. Things to Remember: . A response from you is required whether or not you are performing SMAA. Check your email regularly. Notification of pending random moments will be made via email from [email protected] Please ‘white-list’ this email address. You do not need a user log-in or password. Time study notification email contains a unique link to access the system to record your response. The unique link is locked until your moment has passed. Links can be accessed on any computer or smartphone with web capabilities. -
Prime Meridian ×
This website would like to remind you: Your browser (Apple Safari 4) is out of date. Update your browser for more × security, comfort and the best experience on this site. Encyclopedic Entry prime meridian For the complete encyclopedic entry with media resources, visit: http://education.nationalgeographic.com/encyclopedia/prime-meridian/ The prime meridian is the line of 0 longitude, the starting point for measuring distance both east and west around the Earth. The prime meridian is arbitrary, meaning it could be chosen to be anywhere. Any line of longitude (a meridian) can serve as the 0 longitude line. However, there is an international agreement that the meridian that runs through Greenwich, England, is considered the official prime meridian. Governments did not always agree that the Greenwich meridian was the prime meridian, making navigation over long distances very difficult. Different countries published maps and charts with longitude based on the meridian passing through their capital city. France would publish maps with 0 longitude running through Paris. Cartographers in China would publish maps with 0 longitude running through Beijing. Even different parts of the same country published materials based on local meridians. Finally, at an international convention called by U.S. President Chester Arthur in 1884, representatives from 25 countries agreed to pick a single, standard meridian. They chose the meridian passing through the Royal Observatory in Greenwich, England. The Greenwich Meridian became the international standard for the prime meridian. UTC The prime meridian also sets Coordinated Universal Time (UTC). UTC never changes for daylight savings or anything else. Just as the prime meridian is the standard for longitude, UTC is the standard for time. -
A Stability Analysis of Divergence Damping on a Latitude–Longitude Grid
2976 MONTHLY WEATHER REVIEW VOLUME 139 A Stability Analysis of Divergence Damping on a Latitude–Longitude Grid JARED P. WHITEHEAD Department of Mathematics, University of Michigan, Ann Arbor, Ann Arbor, Michigan CHRISTIANE JABLONOWSKI AND RICHARD B. ROOD Department of Atmospheric, Oceanic and Space Sciences, University of Michigan, Ann Arbor, Ann Arbor, Michigan PETER H. LAURITZEN Climate and Global Dynamics Division, National Center for Atmospheric Research,* Boulder, Colorado (Manuscript received 24 August 2010, in final form 25 March 2011) ABSTRACT The dynamical core of an atmospheric general circulation model is engineered to satisfy a delicate balance between numerical stability, computational cost, and an accurate representation of the equations of motion. It generally contains either explicitly added or inherent numerical diffusion mechanisms to control the buildup of energy or enstrophy at the smallest scales. The diffusion fosters computational stability and is sometimes also viewed as a substitute for unresolved subgrid-scale processes. A particular form of explicitly added diffusion is horizontal divergence damping. In this paper a von Neumann stability analysis of horizontal divergence damping on a latitude–longitude grid is performed. Stability restrictions are derived for the damping coefficients of both second- and fourth- order divergence damping. The accuracy of the theoretical analysis is verified through the use of idealized dynamical core test cases that include the simulation of gravity waves and a baroclinic wave. The tests are applied to the finite-volume dynamical core of NCAR’s Community Atmosphere Model version 5 (CAM5). Investigation of the amplification factor for the divergence damping mechanisms explains how small-scale meridional waves found in a baroclinic wave test case are not eliminated by the damping. -
Civil Twilight Duration (Sunset to Solar Depression
Civil Twilight Duration (sunset to solar depression 6°) at the Prime Meridian, Sea Level, Northern Hemisphere (March 1, 2007 to March 31, 2008) Mar 1 Mar 15 Mar 29 Apr 12 Apr 26 May 10 May 24 7 Jun 21 Jun Jul 5 Jul 19 Aug 2 Aug 16 Aug 30 Sep 13 Sep 27 11 Oct 25 Oct Nov 8 Nov 22 Dec 6 Dec 20 Jan 3 Jan 17 Jan 31 14 Feb 28 Feb Mar 13 Mar 27 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 Civil Twilight Duration (daytime temporal minutes after sunset) after minutes temporal (daytime Duration Civil Twilight 23.5° N 30° N 100 40° N 45° N 105 50° N 55° N 58° N 59° N 110 60° N 61° N Northward Equinox North Solstice 115 Southward Equinox South Solstice 120 Analysis by Dr. Irv Bromberg, University of Toronto, Canada http://www.sym454.org/twilight/ Civil Twilight Duration (sunset to solar depression 6°) at the Prime Meridian, Sea Level, Southern Hemisphere (March 1, 2007 to March 31, 2008) Mar 1 Mar 15 Mar 29 Apr 12 Apr 26 May 10 May 24 7 Jun 21 Jun Jul 5 Jul 19 Aug 2 Aug 16 Aug 30 Sep 13 Sep 27 11 Oct 25 Oct Nov 8 Nov 22 Dec 6 Dec 20 Jan 3 Jan 17 Jan 31 14 Feb 28 Feb Mar 13 Mar 27 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 23.5° S 30° S Civil Twilight Duration (daytime temporal minutes after sunset) after minutes temporal (daytime Duration Civil Twilight 100 40° S 45° S 50° S 55° S 105 58° S 59° S 110 60° S 61° S Northward Equinox North Solstice 115 Southward Equinox South Solstice 120 Analysis by Dr. -
Guide for the Use of the International System of Units (SI)
Guide for the Use of the International System of Units (SI) m kg s cd SI mol K A NIST Special Publication 811 2008 Edition Ambler Thompson and Barry N. Taylor NIST Special Publication 811 2008 Edition Guide for the Use of the International System of Units (SI) Ambler Thompson Technology Services and Barry N. Taylor Physics Laboratory National Institute of Standards and Technology Gaithersburg, MD 20899 (Supersedes NIST Special Publication 811, 1995 Edition, April 1995) March 2008 U.S. Department of Commerce Carlos M. Gutierrez, Secretary National Institute of Standards and Technology James M. Turner, Acting Director National Institute of Standards and Technology Special Publication 811, 2008 Edition (Supersedes NIST Special Publication 811, April 1995 Edition) Natl. Inst. Stand. Technol. Spec. Publ. 811, 2008 Ed., 85 pages (March 2008; 2nd printing November 2008) CODEN: NSPUE3 Note on 2nd printing: This 2nd printing dated November 2008 of NIST SP811 corrects a number of minor typographical errors present in the 1st printing dated March 2008. Guide for the Use of the International System of Units (SI) Preface The International System of Units, universally abbreviated SI (from the French Le Système International d’Unités), is the modern metric system of measurement. Long the dominant measurement system used in science, the SI is becoming the dominant measurement system used in international commerce. The Omnibus Trade and Competitiveness Act of August 1988 [Public Law (PL) 100-418] changed the name of the National Bureau of Standards (NBS) to the National Institute of Standards and Technology (NIST) and gave to NIST the added task of helping U.S. -
RAMP: a Computer System for Mapping Regional Areas
RAMP: a computer system for mapping regional areas Bradley B. Nickey PACIFIC SOUTHWEST Forest and Range Experiment Station FOREST SERVICE lJ S DEPARTMENT OF AGRICULTURE P.O. BOX 245, BERKELEY, CALIFORNIA 94701 USDA FOREST SERVICE GENERAL TECHNICAL REPORT PSW-12 11975 CONTENTS Page Introduction ........................................... 1 Individual Fire Reports ................................... 1 RAMP ................................................ 2 Digitization Requirements ................................. 2 Accuracy .............................................. 2 Computer Software ...................................... 2 Computer Operations .................................... 4 Converting Coordinates ................................ 4 Aligning Coordinates .................................. 4 Mapping Sections ..................................... 6 Application ............................................ 8 Literature Cited ......................................... 9 Nickey, Bradley B. 1975. RAMP: a computer system for mapping regional areas. USDA Forest Serv. Gen. Tech. Rep. PSW-12, 9 p., illus. Pacific Southwest Forest and Range Exp. Stn., Berkeley, Calif. Until 1972, the U.S. Forest Service's Individual Fire Reports recorded locations by the section-township-range system..These earlier fire reports, therefore, lacked congruent locations. RAMP (Regional Area Mapping Pro- cedure) was designed to make the reports more useful for quantitative analysis. This computer-based technique converts locations expressed in section-township-range -
Coordinates James R
Coordinates James R. Clynch Naval Postgraduate School, 2002 I. Coordinate Types There are two generic types of coordinates: Cartesian, and Curvilinear of Angular. Those that provide x-y-z type values in meters, kilometers or other distance units are called Cartesian. Those that provide latitude, longitude, and height are called curvilinear or angular. The Cartesian and angular coordinates are equivalent, but only after supplying some extra information. For the spherical earth model only the earth radius is needed. For the ellipsoidal earth, two parameters of the ellipsoid are needed. (These can be any of several sets. The most common is the semi-major axis, called "a", and the flattening, called "f".) II. Cartesian Coordinates A. Generic Cartesian Coordinates These are the coordinates that are used in algebra to plot functions. For a two dimensional system there are two axes, which are perpendicular to each other. The value of a point is represented by the values of the point projected onto the axes. In the figure below the point (5,2) and the standard orientation for the X and Y axes are shown. In three dimensions the same process is used. In this case there are three axis. There is some ambiguity to the orientation of the Z axis once the X and Y axes have been drawn. There 1 are two choices, leading to right and left handed systems. The standard choice, a right hand system is shown below. Rotating a standard (right hand) screw from X into Y advances along the positive Z axis. The point Q at ( -5, -5, 10) is shown. -
Observed Time Difference of Arrival (OTDOA) Positioning in 3GPP LTE
Observed Time Difference Of Arrival (OTDOA) Positioning in 3GPP LTE by Sven Fischer June 6, 2014 © 2014 Qualcomm Technologies, Inc. Contents 1 Scope ................................................................................................................ 7 2 References ....................................................................................................... 8 3 Definitions and Abbreviations ........................................................................ 9 3.1 Definitions .................................................................................................................... 9 3.2 Abbreviations .............................................................................................................. 10 4 Multilateration in OTDOA Positioning ......................................................... 12 4.1 Introduction ................................................................................................................. 12 4.2 Reference Signal Time Difference Measurement (RSTD) ......................................... 13 4.2.1 Definition ......................................................................................................... 13 4.2.2 RSTD Measurement Report Mapping ............................................................. 13 4.3 Basic OTDOA Navigation Equations ......................................................................... 13 5 Positioning Reference Signals (PRS) .......................................................... 15 5.1 Overview ....................................................................................................................