Solar Position Algorithm for Solar Radiation Applications (Revised)
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Astrodynamics
Politecnico di Torino SEEDS SpacE Exploration and Development Systems Astrodynamics II Edition 2006 - 07 - Ver. 2.0.1 Author: Guido Colasurdo Dipartimento di Energetica Teacher: Giulio Avanzini Dipartimento di Ingegneria Aeronautica e Spaziale e-mail: [email protected] Contents 1 Two–Body Orbital Mechanics 1 1.1 BirthofAstrodynamics: Kepler’sLaws. ......... 1 1.2 Newton’sLawsofMotion ............................ ... 2 1.3 Newton’s Law of Universal Gravitation . ......... 3 1.4 The n–BodyProblem ................................. 4 1.5 Equation of Motion in the Two-Body Problem . ....... 5 1.6 PotentialEnergy ................................. ... 6 1.7 ConstantsoftheMotion . .. .. .. .. .. .. .. .. .... 7 1.8 TrajectoryEquation .............................. .... 8 1.9 ConicSections ................................... 8 1.10 Relating Energy and Semi-major Axis . ........ 9 2 Two-Dimensional Analysis of Motion 11 2.1 ReferenceFrames................................. 11 2.2 Velocity and acceleration components . ......... 12 2.3 First-Order Scalar Equations of Motion . ......... 12 2.4 PerifocalReferenceFrame . ...... 13 2.5 FlightPathAngle ................................. 14 2.6 EllipticalOrbits................................ ..... 15 2.6.1 Geometry of an Elliptical Orbit . ..... 15 2.6.2 Period of an Elliptical Orbit . ..... 16 2.7 Time–of–Flight on the Elliptical Orbit . .......... 16 2.8 Extensiontohyperbolaandparabola. ........ 18 2.9 Circular and Escape Velocity, Hyperbolic Excess Speed . .............. 18 2.10 CosmicVelocities -
View and Print This Publication
@ SOUTHWEST FOREST SERVICE Forest and R U. S.DEPARTMENT OF AGRICULTURE P.0. BOX 245, BERKELEY, CALIFORNIA 94701 Experime Computation of times of sunrise, sunset, and twilight in or near mountainous terrain Bill 6. Ryan Times of sunrise and sunset at specific mountain- ous locations often are important influences on for- estry operations. The change of heating of slopes and terrain at sunrise and sunset affects temperature, air density, and wind. The times of the changes in heat- ing are related to the times of reversal of slope and valley flows, surfacing of strong winds aloft, and the USDA Forest Service penetration inland of the sea breeze. The times when Research NO& PSW- 322 these meteorological reactions occur must be known 1977 if we are to predict fire behavior, smolce dispersion and trajectory, fallout patterns of airborne seeding and spraying, and prescribed burn results. ICnowledge of times of different levels of illumination, such as the beginning and ending of twilight, is necessary for scheduling operations or recreational endeavors that require natural light. The times of sunrise, sunset, and twilight at any particular location depend on such factors as latitude, longitude, time of year, elevation, and heights of the surrounding terrain. Use of the tables (such as The 1 Air Almanac1) to determine times is inconvenient Ryan, Bill C. because each table is applicable to only one location. 1977. Computation of times of sunrise, sunset, and hvilight in or near mountainous tersain. USDA Different tables are needed for each location and Forest Serv. Res. Note PSW-322, 4 p. Pacific corrections must then be made to the tables to ac- Southwest Forest and Range Exp. -
Basic Principles of Celestial Navigation James A
Basic principles of celestial navigation James A. Van Allena) Department of Physics and Astronomy, The University of Iowa, Iowa City, Iowa 52242 ͑Received 16 January 2004; accepted 10 June 2004͒ Celestial navigation is a technique for determining one’s geographic position by the observation of identified stars, identified planets, the Sun, and the Moon. This subject has a multitude of refinements which, although valuable to a professional navigator, tend to obscure the basic principles. I describe these principles, give an analytical solution of the classical two-star-sight problem without any dependence on prior knowledge of position, and include several examples. Some approximations and simplifications are made in the interest of clarity. © 2004 American Association of Physics Teachers. ͓DOI: 10.1119/1.1778391͔ I. INTRODUCTION longitude ⌳ is between 0° and 360°, although often it is convenient to take the longitude westward of the prime me- Celestial navigation is a technique for determining one’s ridian to be between 0° and Ϫ180°. The longitude of P also geographic position by the observation of identified stars, can be specified by the plane angle in the equatorial plane identified planets, the Sun, and the Moon. Its basic principles whose vertex is at O with one radial line through the point at are a combination of rudimentary astronomical knowledge 1–3 which the meridian through P intersects the equatorial plane and spherical trigonometry. and the other radial line through the point G at which the Anyone who has been on a ship that is remote from any prime meridian intersects the equatorial plane ͑see Fig. -
Calendrical Calculations: Third Edition
Notes and Errata for Calendrical Calculations: Third Edition Nachum Dershowitz and Edward M. Reingold Cambridge University Press, 2008 4:00am, July 24, 2013 Do I contradict myself ? Very well then I contradict myself. (I am large, I contain multitudes.) —Walt Whitman: Song of Myself All those complaints that they mutter about. are on account of many places I have corrected. The Creator knows that in most cases I was misled by following. others whom I will spare the embarrassment of mention. But even were I at fault, I do not claim that I reached my ultimate perfection from the outset, nor that I never erred. Just the opposite, I always retract anything the contrary of which becomes clear to me, whether in my writings or my nature. —Maimonides: Letter to his student Joseph ben Yehuda (circa 1190), Iggerot HaRambam, I. Shilat, Maaliyot, Maaleh Adumim, 1987, volume 1, page 295 [in Judeo-Arabic] Cuiusvis hominis est errare; nullius nisi insipientis in errore perseverare. [Any man can make a mistake; only a fool keeps making the same one.] —Attributed to Marcus Tullius Cicero If you find errors not given below or can suggest improvements to the book, please send us the details (email to [email protected] or hard copy to Edward M. Reingold, Department of Computer Science, Illinois Institute of Technology, 10 West 31st Street, Suite 236, Chicago, IL 60616-3729 U.S.A.). If you have occasion to refer to errors below in corresponding with the authors, please refer to the item by page and line numbers in the book, not by item number. -
Entering Information in the Electronic Time Clock
Entering Information in the Electronic Time Clock Entering Information in the Electronic Time Clock (ETC) for Assistance Provided to Other Routes WHEN PROVIDING OFFICE ASSISTANCE Press "MOVE" Press "OFFICE" Type in the number of the route that your are assisting. This will be a six digit number that begins with 0 followed by the last two numbers of the zip code for that route and then one or two zeros and the number of the route. Example for route 2 in the 20886 zip code would be 086002 Route 15 in the 20878 zip code would be 078015 Then swipe your badge WHEN YOU HAVE FINISHED PROVIDING OFFICE ASSISTANCE Press "MOVE" Press "OFFICE" Type in the number of the route you are assigned to that day (as above) Swipe your badge WHEN PROVIDING STREET ASSISTANCE AND ENTERING THE INFORMATION WHEN YOU RETURN FROM THE STREET Press "MOVE" Press "STREET" Type in the number of the route that you assisted (as above) Type in the time that you started to provide assistance in decimal hours (3:30 would be 1550). See the conversion chart. Swipe your badge Press "MOVE" Press "STREET" Type in YOUR route number (as above) Type in the time you finished providing assistance to the other route, Swipe your badge Page 1 TIME CONVERSION TABLE Postal timekeepers use a combination of military time (for the hours) and decimal time (for the minutes). Hours in the morning need no conversion, but use a zero before hours below 10; to show evening hours, add 12. (Examples: 6:00 am = 0600; 1:00 pm = 1300.) Using this chart, convert minutes to fractions of one hundred. -
Alasdair Gray and the Postmodern
ALASDAIR GRAY AND THE POSTMODERN Neil James Rhind PhD in English Literature The University Of Edinburgh 2008 2 DECLARATION I hereby declare that this thesis has been composed by me; that it is entirely my own work, and that it has not been submitted for any other degree or professional qualification except as specified on the title page. Signed: Neil James Rhind 3 CONTENTS Title……………………………………….…………………………………………..1 Declaration……………………………….…………………………………………...2 Contents………………………………………………………………………………3 Abstract………………………………….………………………………..…………..4 Note on Abbreviations…………………………………………………………….….6 1. Alasdair Gray : Sick of Being A Postmodernist……………………………..…….7 2. The Generic Blending of Lanark and the Birth of Postmodern Glasgow…….…..60 3. RHETORIC RULES, OK? : 1982, Janine and selected shorter novels………….122 4. Reforming The Victorians: Poor Things and Postmodern History………………170 5. After Postmodernism? : A History Maker………………………………………….239 6. Conclusion: Reading Postmodernism in Gray…………………………………....303 Endnotes……………………………………………………………………………..320 Works Cited………………………………………………………………………….324 4 ABSTRACT The prominence of the term ‘Postmodernism’ in critical responses to the work of Alasdair Gray has often appeared at odds with Gray’s own writing, both in his commitment to seemingly non-postmodernist concerns and his own repeatedly stated rejection of the label. In order to better understand Gray’s relationship to postmodernism, this thesis begins by outlining Gray’s reservations in this regard. Principally, this is taken as the result of his concerns -
Geodetic Position Computations
GEODETIC POSITION COMPUTATIONS E. J. KRAKIWSKY D. B. THOMSON February 1974 TECHNICALLECTURE NOTES REPORT NO.NO. 21739 PREFACE In order to make our extensive series of lecture notes more readily available, we have scanned the old master copies and produced electronic versions in Portable Document Format. The quality of the images varies depending on the quality of the originals. The images have not been converted to searchable text. GEODETIC POSITION COMPUTATIONS E.J. Krakiwsky D.B. Thomson Department of Geodesy and Geomatics Engineering University of New Brunswick P.O. Box 4400 Fredericton. N .B. Canada E3B5A3 February 197 4 Latest Reprinting December 1995 PREFACE The purpose of these notes is to give the theory and use of some methods of computing the geodetic positions of points on a reference ellipsoid and on the terrain. Justification for the first three sections o{ these lecture notes, which are concerned with the classical problem of "cCDputation of geodetic positions on the surface of an ellipsoid" is not easy to come by. It can onl.y be stated that the attempt has been to produce a self contained package , cont8.i.ning the complete development of same representative methods that exist in the literature. The last section is an introduction to three dimensional computation methods , and is offered as an alternative to the classical approach. Several problems, and their respective solutions, are presented. The approach t~en herein is to perform complete derivations, thus stqing awrq f'rcm the practice of giving a list of for11111lae to use in the solution of' a problem. -
The Correct Qibla
The Correct Qibla S. Kamal Abdali P.O. Box 65207 Washington, D.C. 20035 [email protected] (Last Revised 1997/9/17)y 1 Introduction A book[21] published recently by Nachef and Kadi argues that for North America the qibla (i.e., the direction of Mecca) is to the southeast. As proof of this claim, they quote from a number of classical Islamic jurispru- dents. In further support of their view, they append testimonials from several living Muslim religious scholars as well as from several Canadian and US scientists. The consulted scientists—mainly geographers—suggest that the qibla should be identified with the rhumb line to Mecca, which is in the southeastern quadrant for most of North America. The qibla adopted by Nachef and Kadi (referred to as N&K in the sequel) is one of the eight directions N, NE, E, SE, S, SW, W, and NW, depending on whether the place whose qibla is desired is situated relatively east or west and north or south of Mecca; this direction is not the same as the rhumb line from the place to Mecca, but the two directions lie in the same quadrant. In their preliminary remarks, N&K state that North American Muslim communities used the southeast direction for the qibla without exception until the publication of a book[1] about 20 years ago. N&K imply that the use of the great circle for computing the qibla, which generally results in a direction in the north- eastern quadrant for North America, is a new idea, somehow original with that book. -
Celestial Coordinate Systems
Celestial Coordinate Systems Craig Lage Department of Physics, New York University, [email protected] January 6, 2014 1 Introduction This document reviews briefly some of the key ideas that you will need to understand in order to identify and locate objects in the sky. It is intended to serve as a reference document. 2 Angular Basics When we view objects in the sky, distance is difficult to determine, and generally we can only indicate their direction. For this reason, angles are critical in astronomy, and we use angular measures to locate objects and define the distance between objects. Angles are measured in a number of different ways in astronomy, and you need to become familiar with the different notations and comfortable converting between them. A basic angle is shown in Figure 1. θ Figure 1: A basic angle, θ. We review some angle basics. We normally use two primary measures of angles, degrees and radians. In astronomy, we also sometimes use time as a measure of angles, as we will discuss later. A radian is a dimensionless measure equal to the length of the circular arc enclosed by the angle divided by the radius of the circle. A full circle is thus equal to 2π radians. A degree is an arbitrary measure, where a full circle is defined to be equal to 360◦. When using degrees, we also have two different conventions, to divide one degree into decimal degrees, or alternatively to divide it into 60 minutes, each of which is divided into 60 seconds. These are also referred to as minutes of arc or seconds of arc so as not to confuse them with minutes of time and seconds of time. -
Positional Astronomy Coordinate Systems
Positional Astronomy Observational Astronomy 2019 Part 2 Prof. S.C. Trager Coordinate systems We need to know where the astronomical objects we want to study are located in order to study them! We need a system (well, many systems!) to describe the positions of astronomical objects. The Celestial Sphere First we need the concept of the celestial sphere. It would be nice if we knew the distance to every object we’re interested in — but we don’t. And it’s actually unnecessary in order to observe them! The Celestial Sphere Instead, we assume that all astronomical sources are infinitely far away and live on the surface of a sphere at infinite distance. This is the celestial sphere. If we define a coordinate system on this sphere, we know where to point! Furthermore, stars (and galaxies) move with respect to each other. The motion normal to the line of sight — i.e., on the celestial sphere — is called proper motion (which we’ll return to shortly) Astronomical coordinate systems A bit of terminology: great circle: a circle on the surface of a sphere intercepting a plane that intersects the origin of the sphere i.e., any circle on the surface of a sphere that divides that sphere into two equal hemispheres Horizon coordinates A natural coordinate system for an Earth- bound observer is the “horizon” or “Alt-Az” coordinate system The great circle of the horizon projected on the celestial sphere is the equator of this system. Horizon coordinates Altitude (or elevation) is the angle from the horizon up to our object — the zenith, the point directly above the observer, is at +90º Horizon coordinates We need another coordinate: define a great circle perpendicular to the equator (horizon) passing through the zenith and, for convenience, due north This line of constant longitude is called a meridian Horizon coordinates The azimuth is the angle measured along the horizon from north towards east to the great circle that intercepts our object (star) and the zenith. -
(Loadest): a Fortran Program for Estimating Constituent Loads in Streams and Rivers
LOAD ESTIMATOR (LOADEST): A FORTRAN PROGRAM FOR ESTIMATING CONSTITUENT LOADS IN STREAMS AND RIVERS Techniques and Methods Book 4, Chapter A5 U.S. Department of the Interior U.S. Geological Survey Load Estimator (LOADEST): A FORTRAN Program for Estimating Constituent Loads in Streams and Rivers By Robert L. Runkel, Charles G. Crawford, and Timothy A. Cohn Techniques and Methods Book 4, Chapter A5 U.S. Department of the Interior! U.S. Geological Survey U.S. Department of the Interior Gale A. Norton, Secretary U.S. Geological Survey Charles G. Groat, Director U.S. Geological Survey, Reston, Virginia: 2004 For more information about the USGS and its products:! Telephone: 1-888-ASK-USGS! World Wide Web: http://www.usgs.gov/ Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply ! endorsement by the U.S. Government. Although this report is in the public domain, it contains copyrighted materials that are noted in the text. ! Permission to reproduce those items must be secured from the individual copyright owners. iii Contents Abstract . .. 1 1 Introduction . 2 1.1 Background . 2 1.2 Related Reading . 2 1.3 Report Organization . 2 1.4 Acknowledgments . .. 2 2 Theory . 3 2.1 Background – Linear Regression Approach to Load Estimation . 3 2.2 Load Estimation Methods used within LOADEST . 4 2.2.1 Maximum Likelihood Estimation (MLE) . 5 2.2.2 Adjusted Maximum Likelihood Estimation (AMLE) . 5 2.2.3 Least Absolute Deviation (LAD) . 6 2.2.4 Summary of MLE, AMLE, and LAD for Load Estimation . -
SAS® Dates with Decimal Time John Henry King, Ouachita Clinical Data Services, Inc., Caddo Gap, AR
Paper RF03-2015 SAS® Dates with Decimal Time John Henry King, Ouachita Clinical Data Services, Inc., Caddo Gap, AR ABSTRACT Did you know that a SAS-Date can have a decimal part that SAS treats as you might expect a fraction of a day also known as time? Often when data are imported from EXCEL an excel date-time will be imported as SAS-Date with a decimal part. This Rapid Fire tip discusses how to identify these values and gives examples of how to work with them including how to convert them to SAS-Date-time. INTRODUCTION A SAS-Date is defined as an integer number representing the number of days since 01JAN1960. For 01JAN1960 the internal SAS Date value is zero. The numeric value stored as Real Binary Floating Point can include a decimal portion and this decimal portion can represent time. For example the SAS-Date 0.5 can be considered to represent ½ day since 01JAN1960 or 01JAN1960:12:00:00. It is important to remember that for the most part SAS ignores the decimal portion and a SAS Date with a decimal value is NOT a SAS-Date-time value. USUALLY IGNORED As shown by this example SAS usually ignores the decimal part. Notice that for SAMEDAY alignment INTNX keeps the decimal part while alignment END and BEGIN drop it. data _null_; x = .5; put x= x=date9.; do align='B','E','S'; i = intnx('week',x,0,align); put i= i=date9. i=weekdate. align=; end; run; x=0.5 x=01JAN1960 i=-5 i=27DEC1959 i=Sunday, December 27, 1959 align=B i=1 i=02JAN1960 i=Saturday, January 2, 1960 align=E i=0.5 i=01JAN1960 i=Friday, January 1, 1960 align=S CONVERSION TO DATE-TIME Converting a SAS-Date with decimal time part to SAS-Date-Time can be done using DHMS function specifying 0 for the hour, minute, and second arguments.