Estimating Concrete Amounts
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Analytic Geometry
Guide Study Georgia End-Of-Course Tests Georgia ANALYTIC GEOMETRY TABLE OF CONTENTS INTRODUCTION ...........................................................................................................5 HOW TO USE THE STUDY GUIDE ................................................................................6 OVERVIEW OF THE EOCT .........................................................................................8 PREPARING FOR THE EOCT ......................................................................................9 Study Skills ........................................................................................................9 Time Management .....................................................................................10 Organization ...............................................................................................10 Active Participation ...................................................................................11 Test-Taking Strategies .....................................................................................11 Suggested Strategies to Prepare for the EOCT ..........................................12 Suggested Strategies the Day before the EOCT ........................................13 Suggested Strategies the Morning of the EOCT ........................................13 Top 10 Suggested Strategies during the EOCT .........................................14 TEST CONTENT ........................................................................................................15 -
Estimating Highway Maintenance Work Indiana LTAP Center
Estimating Highway Maintenance Work July 2011 SP-1-2011 compiled by The Ohio Department of Transportation updated by The Indiana LTAP Center Indiana LTAP Center Purdue University School of Civil Engineering Indiana LTAP Center 3000 Kent Avenue West Lafayette, Indiana 47906 Telephone: 765.494.2164 Toll Free in Indiana: 1.800.428.7639 Facsimile: 765.496.1176 This document is disseminated under the sponsorship of the Indiana LTAP Center at Purdue University in the interest of information exchange. Purdue University and the Indiana LTAP Center assume no liability for its contents or use thereof. Purdue University and the Indiana LTAP Center do not endorse products or manufacturers. Trademarks or manufacturers names may appear herein only because they are considered essential to the objective of this document. The contents of this report reflect the views of the authors, who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official policy of Purdue University or the Indiana LTAP Center. This report does not constitute a standard, specification, or regulation. Estimating Highway Maintenance Work Estimating amounts of materials, work done, size of crews, or number of trucks needed for road maintenance requires the skill of working with NUMBERS and MEASUREMENTS . By using addition, subtraction, multiplication, division and some basic rules, you can do some figuring ahead of time and make your crews look better. People feel better about themselves when they’re doing a good job, their friends do too, and so does the motoring public. NUMBERS play an important part in the everyday affairs of everybody. -
Geometry C12 Review Find the Volume of the Figures. 1. 2. 3. 4. 5. 6
Geometry C12 Review 6. Find the volume of the figures. 1. PREAP: DO NOT USE 5.2 km as the apothem! 7. 2. 3. 8. 9. 4. 10. 5. 11. 16. 17. 12. 18. 13. 14. 19. 15. 20. 21. A sphere has a volume of 7776π in3. What is the radius 33. Two prisms are similar. The ratio of their volumes is of the sphere? 8:27. The surface area of the smaller prism is 72 in2. Find the surface area of the larger prism. 22a. A sphere has a volume of 36π cm3. What is the radius and diameter of the sphere? 22b. A sphere has a volume of 45 ft3. What is the 34. The prisms are similar. approximate radius of the sphere? a. What is the scale factor? 23. The scale factor (ratio of sides) of two similar solids is b. What is the ratio of surface 3:7. What are the ratios of their surface areas and area? volumes? c. What is the ratio of volume? d. Find the volume of the 24. The scale factor of two similar solids is 12:5. What are smaller prism. the ratios of their surface areas and volumes? 35. The prisms are similar. 25. The scale factor of two similar solids is 6:11. What are a. What is the scale factor? the ratios of their surface areas and volumes? b. What is the ratio of surface area? 26. The ratio of the volumes of two similar solids is c. What is the ratio of 343:2197. What is the scale factor (ratio of sides)? volume? d. -
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. -
Multidisciplinary Design Project Engineering Dictionary Version 0.0.2
Multidisciplinary Design Project Engineering Dictionary Version 0.0.2 February 15, 2006 . DRAFT Cambridge-MIT Institute Multidisciplinary Design Project This Dictionary/Glossary of Engineering terms has been compiled to compliment the work developed as part of the Multi-disciplinary Design Project (MDP), which is a programme to develop teaching material and kits to aid the running of mechtronics projects in Universities and Schools. The project is being carried out with support from the Cambridge-MIT Institute undergraduate teaching programe. For more information about the project please visit the MDP website at http://www-mdp.eng.cam.ac.uk or contact Dr. Peter Long Prof. Alex Slocum Cambridge University Engineering Department Massachusetts Institute of Technology Trumpington Street, 77 Massachusetts Ave. Cambridge. Cambridge MA 02139-4307 CB2 1PZ. USA e-mail: [email protected] e-mail: [email protected] tel: +44 (0) 1223 332779 tel: +1 617 253 0012 For information about the CMI initiative please see Cambridge-MIT Institute website :- http://www.cambridge-mit.org CMI CMI, University of Cambridge Massachusetts Institute of Technology 10 Miller’s Yard, 77 Massachusetts Ave. Mill Lane, Cambridge MA 02139-4307 Cambridge. CB2 1RQ. USA tel: +44 (0) 1223 327207 tel. +1 617 253 7732 fax: +44 (0) 1223 765891 fax. +1 617 258 8539 . DRAFT 2 CMI-MDP Programme 1 Introduction This dictionary/glossary has not been developed as a definative work but as a useful reference book for engi- neering students to search when looking for the meaning of a word/phrase. It has been compiled from a number of existing glossaries together with a number of local additions. -
Chapter 1: Analytic Geometry
1 Analytic Geometry Much of the mathematics in this chapter will be review for you. However, the examples will be oriented toward applications and so will take some thought. In the (x,y) coordinate system we normally write the x-axis horizontally, with positive numbers to the right of the origin, and the y-axis vertically, with positive numbers above the origin. That is, unless stated otherwise, we take “rightward” to be the positive x- direction and “upward” to be the positive y-direction. In a purely mathematical situation, we normally choose the same scale for the x- and y-axes. For example, the line joining the origin to the point (a,a) makes an angle of 45◦ with the x-axis (and also with the y-axis). In applications, often letters other than x and y are used, and often different scales are chosen in the horizontal and vertical directions. For example, suppose you drop something from a window, and you want to study how its height above the ground changes from second to second. It is natural to let the letter t denote the time (the number of seconds since the object was released) and to let the letter h denote the height. For each t (say, at one-second intervals) you have a corresponding height h. This information can be tabulated, and then plotted on the (t, h) coordinate plane, as shown in figure 1.0.1. We use the word “quadrant” for each of the four regions into which the plane is divided by the axes: the first quadrant is where points have both coordinates positive, or the “northeast” portion of the plot, and the second, third, and fourth quadrants are counted off counterclockwise, so the second quadrant is the northwest, the third is the southwest, and the fourth is the southeast. -
Hydraulics Manual Glossary G - 3
Glossary G - 1 GLOSSARY OF HIGHWAY-RELATED DRAINAGE TERMS (Reprinted from the 1999 edition of the American Association of State Highway and Transportation Officials Model Drainage Manual) G.1 Introduction This Glossary is divided into three parts: · Introduction, · Glossary, and · References. It is not intended that all the terms in this Glossary be rigorously accurate or complete. Realistically, this is impossible. Depending on the circumstance, a particular term may have several meanings; this can never change. The primary purpose of this Glossary is to define the terms found in the Highway Drainage Guidelines and Model Drainage Manual in a manner that makes them easier to interpret and understand. A lesser purpose is to provide a compendium of terms that will be useful for both the novice as well as the more experienced hydraulics engineer. This Glossary may also help those who are unfamiliar with highway drainage design to become more understanding and appreciative of this complex science as well as facilitate communication between the highway hydraulics engineer and others. Where readily available, the source of a definition has been referenced. For clarity or format purposes, cited definitions may have some additional verbiage contained in double brackets [ ]. Conversely, three “dots” (...) are used to indicate where some parts of a cited definition were eliminated. Also, as might be expected, different sources were found to use different hyphenation and terminology practices for the same words. Insignificant changes in this regard were made to some cited references and elsewhere to gain uniformity for the terms contained in this Glossary: as an example, “groundwater” vice “ground-water” or “ground water,” and “cross section area” vice “cross-sectional area.” Cited definitions were taken primarily from two sources: W.B. -
Yd.) 36 Inches = 1 Yard (Yd.) 5,280 Feet = 1 Mile (Mi.) 1,760 Yards = 1 Mile (Mi.)
Units of length 12 inches (in.) = 1 foot (ft.) 3 feet = 1 yard (yd.) 36 inches = 1 yard (yd.) 5,280 feet = 1 mile (mi.) 1,760 yards = 1 mile (mi.) ©www.thecurriculumcorner.com Units of length 12 inches (in.) = 1 foot (ft.) 3 feet = 1 yard (yd.) 36 inches = 1 yard (yd.) 5,280 feet = 1 mile (mi.) 1,760 yards = 1 mile (mi.) ©www.thecurriculumcorner.com Units of length 12 inches (in.) = 1 foot (ft.) 3 feet = 1 yard (yd.) 36 inches = 1 yard (yd.) 5,280 feet = 1 mile (mi.) 1,760 yards = 1 mile (mi.) ©www.thecurriculumcorner.com 1. Find the greatest length. 2. Find the greatest length. 9 in. or 1 ft. 3 ft. or 39 in. ©www.thecurriculumcorner.com ©www.thecurriculumcorner.com 3. Find the greatest length. 4. Find the greatest length. 1 ft. 7 in. or 18 in. 4 ft. 4 in. or 55 in. ©www.thecurriculumcorner.com ©www.thecurriculumcorner.com 5. Find the greatest length. 6. Find the greatest length. 1 ft. 9 in. or 2 ft. 7 ft. or 2 yd. ©www.thecurriculumcorner.com ©www.thecurriculumcorner.com 7. Find the greatest length. 8. Find the greatest length. 26 in. or 2 ft. 6 yd. or 17 ft. ©www.thecurriculumcorner.com ©www.thecurriculumcorner.com 9. Find the greatest length. 10. Find the greatest length. 5 ft. or 1 ½ yd. 112 in. or 3 yd. ©www.thecurriculumcorner.com ©www.thecurriculumcorner.com 11. Find the greatest length. 12. Find the greatest length. 99 in. or 3 yd. 11,000 ft. or 2 mi. ©www.thecurriculumcorner.com ©www.thecurriculumcorner.com 13. -
Polynomials with Multiple Zeros and Solvable Dynamical Systems Including Models in the Plane with Polynomial Interactions
462PolsWithMultiplZerosAndSolvDynSyst181216Rev Polynomials with Multiple Zeros and Solvable Dynamical Systems including Models in the Plane with Polynomial Interactions Francesco Calogeroa,b,1 and Farrin Payandeha,c,2 a Physics Department, University of Rome ”La Sapienza”, Rome, Italy b INFN, Sezione di Roma 1 c Department of Physics, Payame Noor University (PNU), PO BOX 19395-3697 Tehran, Iran 1 [email protected], [email protected] 2 f [email protected], [email protected] Abstract The interplay among the time-evolution of the coefficients ym (t) and the zeros xn (t) of a generic time-dependent (monic) polynomial provides a conve- nient tool to identify certain classes of solvable dynamical systems. Recently this tool has been extended to the case of nongeneric polynomials characterized by the presence, for all time, of a single double zero; and subsequently signifi- cant progress has been made to extend this finding to the case of polynomials featuring a single zero of arbitrary multiplicity. In this paper we introduce an approach suitable to deal with the most general case, i. e. that of a nongeneric time-dependent polynomial with an arbitrary number of zeros each of which features, for all time, an arbitrary (time-independent) multiplicity. We then focus on the special case of a polynomial of degree 4 featuring only 2 different zeros and, by using a recently introduced additional twist of this approach, we thereby identify many new classes of solvable dynamical systems of the following type: (n) arXiv:1904.00496v1 [math-ph] 31 Mar 2019 x˙ n = P (x1, x2) , n =1, 2 , (n) with P (x1, x2) two polynomials in the two variables x1 (t) and x2 (t). -
Snow Science Fact Sheet
BASIC FORMULAS 1. Typical Material Cost Breakdown of a Snowmaking System 2. Snowmaking Technology Energy Use Comparison 3. Typical Air Compressor Discharge Temperature 4. Calculating Friction Loss of Water in Pipe-lines 5. Calculating Air Pressure Loss Due to Friction 6. Calculating Horsepower For Water Pump 7. Calculating Operating Cost 8. Water Snow Relationships 3.2 Gallons = 1 FT³ of Snow 1 Gallon = 8.342 lbs 1 FT³ Water = 7.48 Gallons 1 Acre = 43,560 FT² 1 Acre Foot of Snow = 180,000 Gallons of Water 9. English to Metric Conversion Factors English Units Multiply By Metric Units Gallons (GAL.) 3.785 Litres (L) Gallons Per Minute (GPM) 3.785 Litres Per Minute (LPM) Gallons Per Minute (GPM) 0.0631 Litres Per Second (LPS) Acres 0.40469 Hectares Acres 4046.9 Meters² Feet 0.3048 Meters Cubic Feet (FT³) 0.0283 Cubic Meters (M 3) Horsepower (HP) 0.7457 Kilowatts Pounds Per Square Inch (PSI) 6.895 Kilopascals (KPA) Gal/Min 0.2271 M³/HR Hectare-M 10,000 M³ 10. How to Determine Snow Quality One could collect fresh snow samples and determine weight per Cubic Foot or Cubic Meter and state the quality in density like pounds per Cubic Foot or density per Cubic Meter. A far simpler and practical method is to test the snow on the ground in the production plume while snow guns are operating by doing a Snow Ball Test. The quality can be determined on a scale from 1 to 6 according to the table below: The Snowball Test Snow Quality Description 1 Snow cannot be packed, powder 2 Snow can only be packed into a loose ball that falls apart 3 Snow can be packed into a ball that can be broken apart 4 Snow can be packed into a dense ball that does not change color when squeezed 5 Snow can be packed into a dense ball that changes to a darker color when squeezed but little or no water comes out 6 Snow can be packed into a dense ball that discharges water when squeezed . -
Water System Operator's Guide
MATH REVIEW For a rectangular tank: Most math problems a water treatment plant To find the capacity of a rectangular or square operator solves requires plugging numbers into tank: formulas and calculating the answer. When working with formulas, here are some simple Multiply length (L) by width (W) to get area (A). rules to follow. • Work from left to right. Multiply area by height (H) to get volume (V). • Do anything in parenthesis first. Multiply volume by 7.48 gallons per cubic foot to get capacity (C). • Do multiplication and division in the numerator (above the line) and in the A = L x W denominator (below the line), then do V = A x H addition and subtraction in the numerator C = V x 7.48 and denominator. • Divide the numerator by the denominator Find the capacity of a rectangular tank 15 feet (ft) last. long, 12 ft wide, and 10 ft high: Volume A = 15 ft x 12 ft = 180 square feet (ft2) The volume of a tank in cubic feet is equal to V = 180 ft2 x 10 ft = 1,800 cubic feet (ft3) the tank area multiplied by the tank height. The C = 1,800 ft3 x 7.48 gal/ft3 =13,464 gal capacity in gallons is equal to the volume in cubic feet multiplied by 7.48 gallons per cubic foot. For a circular tank: Area (A) = (3.14) x diameter squared (D2) / divided by 4 Volume (V) = A x H Capacity (C) = V x 7.48 gal/ft3 A = [ x (D2)/4] V = A x H C = V x 7.48 49 Find the capacity of a circular tank with a For an oval tank: diameter of 15 ft and a height of 12 ft: To find the gallons in an oval tank: A = [3.14 x (15 ft2)/4] = 177 ft2 Multiply the height by width by (3.14) divided by 4 to get the area of the oval. -
615 Water Conversion Table
Form No. 615 R03/2012 WATER CONVERSION TABLE GPM = Gallons per minute CFS = Cubic feet per second AF = Acre-feet 1 Cubic foot of water equals ............................................................ 7.48 Gallons 1 AF of water equals .............................................................................. 1 foot of water on 1 acre .................................................................................................. 325,851 Gallons .................................................................................................... 43,560 Cubic feet 1 CFS equals ................................................................................. 448.8 GPM ........................................................................................................ 1.98 AF per day ........................................................................................................... 40 Miner's inches 1 GPM equals ................................................................................ 1,440 Gallons per 24 hour day ........................................................................................................ 1.61 AF per year 1 Surface Acre equals ................... Size of area in square feet 43,560 QUICK CONVERSIONS MI X 11.22 = GPM CFS X 40 = MI MI 40 = CFS CFS X 448.8 = GPM MI X .0495 = AF/DAY CFS X 1.98 = AF/DAY GPM 11.22 = MI AF/DAY 1.98 = CFS GPM 448.8 = CFS AF/DAY X 226.67 = GPM GPM 226.67 = AF/DAY AF/DAY .0495 = MI GENERAL WATER REQUIREMENTS DOMESTIC USE 1 family - up to 5 people . 1 AF/YR