Formula / Conversion Tables

Total Page:16

File Type:pdf, Size:1020Kb

Formula / Conversion Tables INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT Conversion Table / Formula Sheet for Water Treatment and Distribution Exams Part 1: Abbreviations and Conversions Abbreviations Abbreviations continued ac acre(s) TDH total dynamic head bhp brake horsepower TTHM total trihalomethanes cfs cubic feet per second TOC Total organic carbon DO dissolved oxygen TSS Total suspended solids EDTA ethylenediaminetetraacetic acid ug/L Micrograms per liter (ug/L ≈ ppb) ft or ’ foot (feet) VS Volatile solids fps feet per second g gram(s) Conversion Factors gal gallon(s) 1 acre 43,560 square ft gpcd gallons per capita per day 1 acre foot 326,000 gallons gpd gallons per day 1 cubic foot (ft3) 7.48 gallons gpg grains per gallon 1 cubic foot (ft3) 62.4 pounds (water) gpm gallons per minute 1 cubic foot per second 0.646 MGD hp horsepower 1 day 1,440 minutes hr hour(s) 1 foot 0.305 meters HTH high test hypochlorite 1 foot of water 0.433 psi in or ” inch(es) 1 gallon 8.34 pounds (water) kW kilowatt 1 gallon 3.79 liters kWh Kilowatt hour 1 grain per gallon 17.1 mg/L L liter(s) 1 horsepower 0.746 kW lb(s) pound(s) 1 horsepower 746 watts mg milligram(s) 1 horsepower 33,000 ft lbs/min mg/L milligrams per liter 1 mile 5,280 feet MGD million gallons per day 1 million gallons per day 694 gpm mhp motor horsepower 1 million gallons per day 1.55 cfs mil gal million gallons 1 pound 0.454 kilograms mL milliliter 1 pound per square inch 2.31 feet of water min minute(s) 1 ton 2,000 pounds ppb parts per billion (ppb ug/L) 1% 10,000 mg/L ppd pounds per day π (pi) 3.14159 ≈ ppm parts per million (ppm mg/L) psf pounds per square foot Miscellaneous psi pounds per square inch≈ Decimal percent = Percentage, expressed as a Q Flow decimal, e.g. 65% = 0.65 sec second(s) sq ft square foot (feet) SS settleable solids Formula Sheet Page 1 of 6 • IDEM Water Operator Certification Examination Formulas • www.idem.IN.gov Part 2: Formulas in Alphabetical Order Alternative Formula Formula / Notes l (Titrant Volume, mL) (Acid Normality)(50,000) l Alkalinity, as mg CaCO /L 3 Sample Volume, mL l Volts l Amps Ohms l (Flow, Ft3) l Area, ft2 (Velocity, Ft/Sec) Area of a Circle (0.785) (Diameter2) (π)(Radius2) Area of a Cone (lateral area) ( )(Radius) Radius + Height Area of a Cone 2 2 ( )(Radiusπ )(Radius�) + Radius + Height (total surface area) Area of a Cylinder [Surface area of end #1] + [Surface area2 of end #2]2 + π � (total exterior surface area) [( )(Diameter) (Height or Depth)] Area of a Rectangle π (Length) (Width) Area of a Right Triangle (0.5) (Base) (Height) Average l Sum of all terms l (arithmetic mean) Number of terms Average The nth root of the [(X )(X )(X )…(X )]1/n (geometric mean) 1 2 3 n product of n numbers Chemical dry feeder l (Dry chemical collected, grams) (1440 min/day) l calibration, lbs/day (454 grams/lb) (Time, min) Chemical feed pump l Desired flow x 100% l setting, % stroke Maximum flow Chemical feed pump (Flow, MGD) (Dose, mg/L) (3.785 L/gal) (1,000,000 gal/MG) setting, mL/min (Liquid, mg/mL) (1440 min/day) Circumference of Circle (π)(Diameter) (2π)(Radius) Composite sample single l (Instantaneous flow) (Total sample volume) l portion (Number of portions) (Average flow) CT Calculation (Disinfectant residual concentration, mg/L) (Time, min) (°F – 32) Degrees Celsius (°F – 32) (5/9) 1.8 (°C) (1.8) + 32 Degrees Fahrenheit (°C) (9/5) + 32 l Volume l Detention time Flow Formula Sheet Page 2 of 6 • IDEM Water Operator Certification Examination Formulas • www.idem.IN.gov Alternative Formula Formula / Notes Electromotive Force (Current, amps) (Resistance, ohms) E = IR (EMF), volts l (Dosage, mg/L) (Capacity, MGD) (8.34 lbs/gal) l Feed rate, lbs/day Purity, decimal percent Feed rate, gal/min l (Plant capacity, gpm) (Dosage, mg/L) l (Fluoride Saturator) 18,000 mg/L Feed rate, lbs/day l (Dosage, mg/L) (Capacity, MGD) (8.34 lbs/gal) l (Fluoride) (Available Fluoride ion, decimal percent) (Purity, decimal percent) Filter backwash rise rate, l (Backwash rate, gpm/ft2) (12 in/ft) l in/min 7.48 gal/ft3 Filter drop test velocity, l Water drop, ft l ft/min Time of drop, min Filter flow rate or l Flow, gpm l backwash rate, gpm/ft2 Filter area, ft2 l (Solids loading, lbs/day) (Recovery, decimal percent) l Filter yield, lbs/hr/ft2 (Filter operation, hr/day) (Area, ft2) Flow rate (Area) (Velocity) Force, lbs (Pressure, psi) (Area, in2) l Volume of water produced, gpd l Gallons/capita/day Population l (Titrant volume, mL) (1,000) l Note: only when the Hardness, as mg CaCO3/L titration factor is 1.00 of Sample volume, mL EDTA l (Flow, gpm) (Head, ft) l Horsepower, brake (bhp) (3,960) (Pump efficiency, decimal percent) l (Flow, gpm) (Head, ft) l Horsepower, motor (mhp) (3,960) (Pump efficiency, decimal percent) (Motor efficiency, decimal percent) l (Flow, gpm) (Head, ft) l Horsepower, water (whp) 3,960 Hydraulic loading rate, l Total flow applied, gpd l gpd/ft2 Area, ft2 l Chlorine required, lbs x 100% l Hypochlorite strength, % (Hypochlorite solution needed, gal) (8.34 lbs/gal) Langelier Index pH – pHS l Volume, gallons l Leakage, gpd Time, days Mass, lbs (Volume, MG) (Concentration, mg/L) (8.34 lbs/gal) Formula Sheet Page 3 of 6 • IDEM Water Operator Certification Examination Formulas • www.idem.IN.gov Alternative Formula Formula / Notes Mass flux, lbs/day (Flow, MGD) (Concentration, mg/L) (8.34 lbs/gal) Milliequivalent (mL) (Normality) l Moles of solute l Molarity Liters of solution 1 Number of equivalent weights of solute 1 Normality Liters of solution Number of equivalent l Total weight l weights Equivalent weight l Total weight l Number of moles Molecular weight 1 (Original flow – Reduced flow) x100% 1 Reduction in flow, % Original flow 1 (In – Out) x 100% 1 Removal, % In Reservoir Surface Area, 1 (Surface area, ft2) 1 acres 43,560 ft2/ac 1 Drop or Rise x 100% 1 Slope, % Distance 1 (Dry solids, grams) (1,000,000) 1 Solids, mg/L Sample volume, mL l Weight, mg l Solids Concentration, mg/L Volume, L 1 Specific weight of substance, lbs/gal 1 Specific Gravity Specific weight of water, lbs/gal Surface loading (overflow) l Flow, gpd l rate, gpd/ft2 Area, ft2 Where Three Normal Equation (N1 x V1) + (N2 x V2) = (N3 x V3) V1 + V2 = V3 N = normality Two Normal Equation N x V = N x V 1 1 2 2 V = volume or flow 1 Flow rate, ft3/sec 1 Distance, ft Velocity, ft/sec 2 Area, ft Time, sec 2 2 (1/3) [(π) (Radius ) Volume of Cone (1/3) (0.785) (Diameter ) (Height) (Height)] 2 2 (π) (Radius ) Volume of Cylinder (0.785) (Diameter ) (Height) (Height) Volume of Sphere (4/3)(π)(Radius3) Volume of Rectangular (Length) (Width) (Height) Tank Formula Sheet Page 4 of 6 • IDEM Water Operator Certification Examination Formulas • www.idem.IN.gov Alternative Formula Formula / Notes Watts (Volts) (Amps) (Power Factor) (AC circuit) Watts (Volts) (Amps) (DC circuit) l Flow, gpd l Weir Overflow Rate, gpd/ft Weir length, ft Wire-to-Water Efficiency, 1 Water horsepower, hp x 100% 1 % Power input, hp or Motor hp Wire-to-Water Efficiency, (Flow, gpm) (Total dynamic head, ft) (0.746 kW/hp) x 100% % (3,960) (Electrical demand, kW) Formula Sheet Page 5 of 6 • IDEM Water Operator Certification Examination Formulas • www.idem.IN.gov Area of Circle *Pie wheels Area - To find the quantity above the horizontal line, multiply the pie wedges below the line together. Circle - To solve for one of the pie wedges below the horizontal line, cover that pie wedge, then divide the remaining pie 2 0.785 D wedge(s) into the quantity above the horizontal line. Given units must match the units shown in the pie wheel. Area of Rectangle Area of Right Triangle Electromotive Force (EMF), volts Area Area Volts Rectangle Right Triangle EMF Amps Ohms Height 1 Length Width 2 Current Resistance Base Feed Rate, lbs/day Flow Rate, cfs Force, lbs lbs/day cfs Pounds Chemical Feed Flow Rate Force 100% Purity MGD 8.34 2 2 ft ft/sec psi in Flow lbs/gal mg/L Area Velocity Pressure Area Dose Horsepower, Water (whp) Mass, lbs Mass Flux, lbs/day whp lbs lbs/day Horsepower Mass Mass Flux gpm 1 l mil gal 8.34 MGD 8.34 Flow 3,960 Vol. lbs/gal Flow lbs/gal feet mg/L mg/L Head Conc. Conc. Volume of Cone Volume of Cylinder Volume of Rectangular Tank Volume Volume Volume Cone Cylinder Rectangle 1 0.785 0.785 Height Length Height 3 2 D H D2 Width Formula Sheet Page 6 of 6 • IDEM Operator Certification Examination Formulas • www.idem.IN.gov .
Recommended publications
  • Grain Grading Primer
    Marketing and Regulatory Programs Grain Agricultural Marketing Service Grading Federal Grain Inspection Service Washington, D.C. Primer October 2016 United States Department of Agriculture Agricultural Marketing Service Federal Grain Inspection Service Informational Reference October 2016 Grain Grading Primer Foreword The effectiveness of the U.S. grain inspection system depends largely on an inspector’s ability to sample, inspect, grade, and certify the various grains for which standards have been established under the United States Grain Standards Act, as amended. This publication is designed primarily to provide information and instruction for producers, grain handlers, and students on how grain is graded. It is not designed for Official grain inspectors for they must necessarily use more detailed instruction than that provided herein. In view of this fact, the Federal Grain Inspection Service, published the Grain Inspection Handbook, Book II, Grain Grading Procedures, which documents the step-by-step procedures needed to effectively and efficiently inspect grain in accordance with the Official United States Standards for Grain. The mention of firm names or trade products does not imply that they are endorsed or recommended by the United States Department of Agriculture over other firms or similar approved products not mentioned. Foreword Table of Contents The U.S. Department of Agriculture (USDA) prohibits discrimination in its programs on the basis of race, color, national origin, sex, religion, age, disability, political beliefs, and marital or familial status. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternate means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA’s TARGET Center at (202) 720-2600 (voice and TDD).
    [Show full text]
  • Grain Crop Drying, Handling and Storage
    363 Chapter 16 Grain crop drying, handling and storage INTRODUCTION within the crop, inhibiting air movement and adding Although in many parts of Africa certain crops can be to any possible spoilage problems. The crop must produced throughout the year, the major food crops therefore be clean. such as cereal grains and tubers, including potatoes, One of the most critical physiological factors in are normally seasonal crops. Consequently the food successful grain storage is the moisture content of the produced in one harvest period, which may last for only crop. High moisture content leads to storage problems a few weeks, must be stored for gradual consumption because it encourages fungal and insect problems, until the next harvest, and seed must be held for the respiration and germination. However, moisture next season’s crop. content in the growing crop is naturally high and only In addition, in a market that is not controlled, the value starts to decrease as the crop reaches maturity and the of any surplus crop tends to rise during the off-season grains are drying. In their natural state, the seeds would period, provided that it is in a marketable condition. have a period of dormancy and then germinate either Therefore the principal aim of any storage system must when re-wetted by rain or as a result of a naturally be to maintain the crop in prime condition for as long adequate moisture content. as possible. The storage and handling methods should Another major factor influencing spoilage is minimize losses, but must also be appropriate in relation temperature.
    [Show full text]
  • Having Regard to the Opinion of the European Chapter 1 of the Annex Binding Within Five Years of Parliament1 ; the Date of Entry Into Force of This Directive
    878 Official Journal of the European Communities 29.10.71 Official Journal of the European Communities No L 243/29 COUNCIL DIRECTIVE of 18 October 1971 on the approximation of the laws of the Member States relating to units of measurement (71/354/EEC ) THE COUNCIL OF THE EUROPEAN COMMUNITIES, particular their names, symbols and use are not identical in the Member countries ; Having regard to the Treaty establishing the European Economic Community, and in particular HAS ADOPTED THIS DIRECTIVE : Article 100 thereof; Article 1 Having regard to the proposal from the Commission ; 1 . Member States shall make the provisions of Having regard to the Opinion of the European Chapter 1 of the Annex binding within five years of Parliament1 ; the date of entry into force of this Directive. 2 . Member States shall, with effect from 31 Having regard to the Opinion of the Economic and December 1977 at the latest, prohibit the use of the Social Committee2; units of measurement listed in Chapter III of the Annex. Whereas - the laws which regulate the use of units of measurement in the Member States differ from one 3 . The units of measurement temporarily" retained Member State to another and therefore hinder trade ; in accordance with the provisions of Chapter II or whereas application of the rules relating to measuring Chapter III of the Annex may not be brought into instruments is closely linked to the use of units of compulsory use by the Member States where they ' are measurement in the metrological system ; whereas, in not authorised at the date when this Directive enters into force .
    [Show full text]
  • 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.
    [Show full text]
  • Basic Water Treatment Math Formulas for Surface and Well Exams
    Basic Water Treatment Math Formulas for Surface and Well Exams These formulas are intended to serve as a general resource and are not intended to be an all‐inclusive list. AREA Rectangle: A, ft2 = L * W Circle: A, ft2 = 0.785 * D2 VOLUME Rectangular Tank: V, ft3 = L * W * H Circular Pipe or Tank: V, ft3 = 0.785 * D2 * H FORCE Force, lbs = Area, Sq. Inches x PSI DOSAGE (Pounds Formula) Lbs = mg/L * MGD * 8.34 Mg/L = lbs MGD * 8.34 FLUORIDATION AFI = Molecular Weight of Fluoride/Total Molecular Weight of Chemical * (100) Feed Rate, lbs/day = (Dosage, mg/L)(Flow, MGD)(8.34, lbs/gal) (Fluoride Solution, as a decimal)(Purity, as a decimal) Feed Rate, gpd = Feed Rate, lbs/day Chemical Solution, lbs/gal Feed Dose, mg/L = Desired Dose, mg/L – Actual Concentration, mg/L Mixture Strength, % = (Tank, gal)(Tank, %)+(Vendor, gal)(Vendor, %) Tank, gal + Vendor, gal For Saturator Feed Rate, gpd = Capacity, gpd * dose, mg/L 18,000 mg/L FILTRATION 2 Filtration Rate (gpm/ft ) = flow, gpm Surface Area ft2 Backwash Water, (gal) = (Backwash Flow, gpm)(Backwash Time, min) Backwash Flow, (gpm) = (Filter Area sq. ft.)(Backwash Rate, gpm/sq ft.) Backwash % = (Total Backwash, gal)(100%) Totaled Filtered, gal Rate of Rise, (ft/min) = Backwash Rate, gpm/ft2 7.48 gals/ft3 Revised 9/15 PUMPS AND MOTORS Water, whp = (Flow, gpm)(Total Water Head, ft) 3,960 Brake, bhp = (Flow, gpm)(Head, ft.) (3,960)(Decimal Pump Efficiency) Motor, mhp = (Flow, gpm)(Head, ft.) (3,960)(Decimal Pump Efficiency)(Decimal Motor Efficiency) Total Dynamic Head, ft = Static Head, ft.
    [Show full text]
  • Grain and Soybean Industry Dynamics and Rail Service
    Grain and Soybean Industry Dynamics and Rail Service Analytical Models of Rail Service Operations Final Report Michael Hyland, Hani Mahmassani, Lama Bou Mjahed, and Breton Johnson Northwestern University Transportation Center (NUTC) Parr Rosson Texas A&M University 1 Executive Summary To remain globally competitive, the United States’ grain industry and associated transportation services underwent significant restructuring over the past fifteen years. New technologies, helped by weather changes, led to sustained yield volume increases in the Upper Midwest. To move larger volumes faster and at lower cost, the railroad industry introduced shuttle train service. Traveling as a unit to the same destination, shuttle trains save considerable time in transit and potential delay, bypassing intermediate classification yards. Grain shippers concurrently began consolidating and storing grain in larger, more efficient terminal elevators (shuttle loaders) instead of country elevators. This report examines the effectiveness of shuttle train service and the terminal elevators supporting the shuttle train system, under different demand levels, through the formulation of simple mathematical models. In order to compare shuttle and conventional rail service, this paper introduces three distinct models. The first model, referred to as the ‘time model’, determines the time it takes to transport grain from the farm to a destination (e.g. an export elevator). The second model, referred to as the ‘engineering cost model’, determines the aggregate variable costs of transporting grain from the farm to an export elevator. The third model, referred to as the ‘capacity model’, determines the maximum attainable capacity (i.e. throughput) of a rail network as a function of demand for rail transport and the percentage of railcars on the network being moved via shuttle service and conventional service.
    [Show full text]
  • Storage Best Practices for Frozen Vaccines-Celsius
    Storage Best Practices for Frozen Vaccines–Celsius (C) 1 Unpack vaccines immediately 1. Place the vaccines in trays or uncovered containers for proper air flow. 2. Put vaccines that are first to expire in front. HEP A - VFC 3. Keep vaccines in original boxes with lids closed to prevent exposure to light. 4. Separate and label vaccines by type and public (VFC) or private. 2 Thermostat should be at the factory-set or midpoint temperature setting Frozen Vaccines Too Cold! Within Range Too Warm! Take Action! Take Action! Report out-of-range temperatures immediately! -57° C -54° C -51° C -46° C -43° C -40° C -37° C -12° C -9°C -50° C -15° C 3 Use vaccine storage best practices Freezer Only DO temp range ✓ Do make sure the freezer door is closed! -50° C to -15° C ✓ Do use water bottles to help maintain consistent temperature. ✓ Do leave 2 to 3 inches between vaccine containers and freezer walls. don’t block vents ✓ Do post “Do Not Unplug” signs on freezer and by electrical outlet. do not unplug DON’T Don’t use dormitory-style refrigerator/freezer. Don’t use combo refrigerator/freezer unit. Don’t put food in freezer. Don’t store vaccines on shelves in freezer door. CS243541-D Revision %FDFNCFS 20 Distributed by Visit www.cdc.gov/vaccines/SandH or contact your state health department for more information. Test Your Knowledge 1 Which of the following units is the best for storing frozen vaccines? Freezer Freezer Freezer Freezer A. Full-size B. Full-size C.
    [Show full text]
  • Comparative Study of 6 Inch and 7 Inch Spacings for Grain Drills1
    120 NORTH DAKOTA AGRICULTURAL EXPERIMENT STATION COMPARATIVE STUDY OF 6 INCH AND 7 INCH SPACINGS FOR GRAIN DRILLS1 By W. J. PROMERSBBRGER2 and C. M. SWALLERS2 4 Numerous experiments have been conducted to determine the effect of spacing upon plant development and yield of small grains and other crops6'7. Most of this work has been conducted by varying the rate of seeding in the row or by thinning the plants in the row. These studies have shown that tillering changes are sensitive to variation in spacing, while yields are determined largely by soil fertility, weather conditions, absence or presence of weeds, diseases and pests. Although evidence shows that spacing of drill rows within reason- able widths of four to eight inches has little or no effect on wheat yields', many users of grain drills have a preference for one width or another. Evidence of this is the construction and wide use of both six inch and seven inch grain drills. At one time the power necessary for drilling was a factor, especially on the press type of drill. At that time the seven inch drill came into use because it reduced the required power by one- seventh and by wider spacing eliminated some of the disadvantage of the closer wheels picking up soil when not quite dry. The wide use of tractor power has changed this picture today. Some farm implement manufacturers1 wish to discontinue the manufacture of one size and concentrate on the other size if either could be shown to be more desirable. To determine the more desirable width between the six inch arid seven inch drills, these grain drill manufacturers asked the North Dakota Agricultural Experiment Station, in cooperation with a number of other stations, to determine the relative merits of these two widths of drills.
    [Show full text]
  • Storage Best Practices for Refrigerated Vaccines–Celsius (C)
    Storage Best Practices for Refrigerated Vaccines–Celsius (C) 1 Unpack vaccines immediately 1. Place the vaccines in trays or containers for proper air flow. 2. Put vaccines that are first to expire in front. HEP A - VFC 3. Keep vaccines in original boxes with lids closed to prevent exposure to light. 4. Separate and label vaccines by type and public (VFC) or private. 2 Store vaccines at ideal temperature: 5° C Refrigerated Vaccines Never freeze Too Cold! Within Range Too Warm! refrigerated Take Action! Take Action! Report out-of-range vaccines! temperatures Exception: MMR immediately! -4˚ C -1˚ C 2˚ C 8˚ C 10˚ C can be stored in refrigerator or 5˚ C freezer 3 Use vaccine storage best practices Refrigerator Only DO ✓ Do make sure the refrigerator door is closed! ✓ Do replace crisper bins with water bottles to help maintain consistent temperature. ✓ Do label water bottles "Do Not Drink." 5° C ideal temp ✓ Do leave 2 to 3 inches between vaccine containers and refrigerator walls. ✓ Do post “Do Not Unplug” signs on refrigerator and do not near electrical outlet. unplug DON’T ; Don’t use dormitory-style refrigerator. ; Don’t use top shelf for vaccine storage. ; Don’t put food or beverages in refrigerator. ; Don’t put vaccines on door shelves or on floor of refrigerator. Don’t drink from or remove water bottles. ; CS243541-C Revision February 2018 Distributed by Visit www.cdc.gov/vaccines/SandH or contact your state health department for more information. Test Your Knowledge 1 Can you find at least 8 things that are wrong with vaccine storage in this refrigerator? 5° C ideal temp 2 When unpacking vaccines, why is it important to put the first-to-expire in the front? A.
    [Show full text]
  • Weights and Measures Standards of the United States—A Brief History (1963), by Lewis V
    WEIGHTS and MEASURES STANDARDS OF THE UMIT a brief history U.S. DEPARTMENT OF COMMERCE NATIONAL BUREAU OF STANDARDS NBS Special Publication 447 WEIGHTS and MEASURES STANDARDS OF THE TP ii 2ri\ ii iEa <2 ^r/V C II llinCAM NBS Special Publication 447 Originally Issued October 1963 Updated March 1976 For sale by the Superintendent of Documents, U.S. Government Printing Office Wash., D.C. 20402. Price $1; (Add 25 percent additional for other than U.S. mailing). Stock No. 003-003-01654-3 Library of Congress Catalog Card Number: 76-600055 Foreword "Weights and Measures," said John Quincy Adams in 1821, "may be ranked among the necessaries of life to every individual of human society." That sentiment, so appropriate to the agrarian past, is even more appropriate to the technology and commerce of today. The order that we enjoy, the confidence we place in weighing and measuring, is in large part due to the measure- ment standards that have been established. This publication, a reprinting and updating of an earlier publication, provides detailed information on the origin of our standards for mass and length. Ernest Ambler Acting Director iii Preface to 1976 Edition Two publications of the National Bureau of Standards, now out of print, that deal with weights and measures have had widespread use and are still in demand. The publications are NBS Circular 593, The Federal Basis for Weights and Measures (1958), by Ralph W. Smith, and NBS Miscellaneous Publication 247, Weights and Measures Standards of the United States—a Brief History (1963), by Lewis V.
    [Show full text]
  • MF2388 Narrow-Row Grain Sorghum Production in Kansas
    Narrow-row Grain Sorghum Production in Kansas Department of Agronomy MF2388 Crop Production Row spacings have been of interest in crop produc- Studies conducted at Hays in the 1970s reported tion for decades. Yield increases from narrow rows have 9-bushel per acre yield advantage to 12-inch rows been attributed to better light interception and more compared to conventional 36-inch rows. The advantage efficient water use. Plant productivity is at its highest of narrow rows was most consistent when planting in near the time the crop closes the canopy, therefore, a mid to late June with seeding rates two to three times crop that closes its canopy earlier in the growing season higher than the recommended seeding rates. A study may have an advantage over a crop with slower canopy conducted at Garden City from 1977 to 1980 found development. a less consistent advantage to narrow (10-inch) rows Increasing grain sorghum yields by using narrow compared to wide (30-inch) rows. However, results rows has been studied at Kansas State University at from individual years did indicate that when subsoil various time during the past 40 years. moisture is good before planting, yields from sorghum planted in 10-inch rows at 50,000 to 75,000 plants per Agronomic Considerations for acre were equal to, or exceeded, yields from the low- population-wide rows. More recent studies conducted Narrow-row Grain Sorghum in Garden City and Tribune in 2016 and 2017 com- pared narrow (7.5- and 15-inch) row spacing to wide Growing Conditions (30-inch) rows.
    [Show full text]
  • Grain Sorghum Irrigation
    B-6152 6-04 Grain Sorghum Irrigation Leon New* S ALLAT we sell in agriculture.” Whether Growth Stages the enterpriseER is corn, cattle, cauliflower, cotton, or grain sorghum water is essen- Sorghum water use is highest just before and tial for its production and the R during the booting stage. Plants are likely to require 3 to 4 inches of water every 10 days during this period, which usually begins 35 to 40 days after emergence. Irrigation at this stage usually yields an IKE MOST OTHER GRAIN CROPS, additional 3,000 to 4,000 pounds per acre. Even short periods of water stress just before and during grain sorghum responds to irrigation more at cer- LI the booting growth stage can reduce yields quickly. tain growth stages (boot, flower and grain fill) when Moisture stress reduces both the number and size water use is greater than at other stages (early veg- of seeds per head. Figure 1 illustrates flag leaf etative and dough) when the demand is less. and early boot growth stages, when adequate water is most important. Adequate soil moisture is most important during Adequate soil moisture levels must also be main- the booting, heading, flowering and grain filling tained during heading and flowering to maintain stages of plant growth. Although sorghum can tol- yield. Although water needs decline slightly after erate short periods of water deficit, extended mois- booting, a sorghum crop still requires 2 to 3 inches ture stress slows plant growth and grain develop- of water every 10 days. Irrigating during heading and flowering generally produces an increase of ment that can reduce yields, especially if it occurs 1,200 to 1,500 pounds per acre.
    [Show full text]