Water Utility Science Water Math and Hydraulics 050. Name: Date:

Similar documents
Math for Water Operators

1 American Water College

MATHEMATICS FOR WATER OPERATORS

Start and Finish Dates: You will have 90 days from this date in order to complete this course

AALSO Summary of Formulas needed for Levels I, II and III.

Water Treatment Math

Distribution System Basics Course Syllabus

Introduction to Water Distribution Pomona FairPlex July 2008 Day 8. Math. Student Handbook. CW Wulff Associates

Oregon Operators Conference Operator Math Workshop Module II

Water Treatment Math

Rectangular Basin = Volume, gal (Length, ft) x (Width, ft) x (Height, ft) x7.48 gal/cu.ft.

VWEA Operations Challenge Roanoke, VA July 14, 2016

BASIC MATH HANDBOOK. For Class I & II Water Operators

AALSO Proficiency Program Level I, II & III

Produced by: National Rural Water Association 2915 South 13 th Duncan, OK Chapter One Basic Arithmetic 5. Chapter Two Basic Geometry 18

Math Review Guide for Distribution and Collection System Operators

WATER DISTRIBUTION SYSTEM MATHEMATICS

TREATMENT PLANT OPERATOR TRAINEE Examination Study Guide

Water Treatment Exam Review - Grade 3 Course Syllabus

Preparing for Technical Training: Essential Skills for Water/Wastewater Operators. Practice Tests

14Published by the Collection System Operators Math Workbook for. September 2008

Calibrating Field Sprayers

N P K. Fertilizer Topics: Don t Say the M word. MATH? -- 1/21/2019. Topics. Fertilizer bag labels NUMBERS ON A FERTILIZER BAG ARE A PERCENTAGE

Chapter 7. Equipment Calibration for Right-of-Way Vegetation Management Table of Contents

Calculations Worksheet

DW Module WDC Volume I Answer Key

Calculate the Costs of Piping System Elements

Section 5 - Planning Criteria. Section 5

Institute of Applied Agriculture Math Placement Exam Study Guide

DRAFT TECHNICAL MEMORANDUM

South Carolina B Operator Study Guide

Basic Irrigation Design

How to Apply a Target Rate of Lagoon Nitrogen Using a Flow Meter and Throttling Valve

Fertilizer Calculation and Calibration Calculation: Determine the correct amount of fertilizer needed. Calibration: The process by which one

Environmental Math for Water and Wastewater

N P K. Fertilizer Topics: Who s afraid of turfgrass MATH? -- Necessary Calculations SPORTS TURF MANAGERS 2017

ADVANCED WATERWORKS MATHEMATICS

South Carolina C Operator Study Guide

Irrigation Tech II HYDRAULIC TROUBLESHOOTING

Lesson 26: Volume and Surface Area

ADVANCED WATERWORKS MATHEMATICS

Numerous road and bridge construction pay items are measured by weight -- usually tons or pounds.

Math 20 Hybrid Exam 3 (Ch 5, 6.1, 6.2-partial)

Target Run Time Calculator for Flow Rate: Line-by-line Definitions

SSO Estimation. Dustin Tripp City of Raleigh Public Utilities Department

1 Exam Prep Chapter 64E -6 Questions and Answers

32 Published by Wastewater Formulas & Conversion Factors Conversion Factors. Conversion Factors

APPENDIX B. WSSC Design Criteria for Water Distribution Systems

SPILL ESTIMATION. Not Just A Guess Anymore

Troubleshooting Piping Systems

DW Module 21: Chemical Addition Answer Key- Revised Oct 2015

ENGINEERING DATA HOT WATER CAPACITIES, CALCULATIONS AND CORRECTION FACTORS

CEE 371 May 14, 2009 Final Exam

NRDCA 300 PROCEDURES TO DETERMINE THE ACCURACY OF MATERIAL MEASURING EQUIPMENT FOR LIGHTWEIGHT INSULATING CONCRETE

Pumping Plant Detailed Evaluation Worksheet

Calculating Dairy Manure Nutrient Application Rates T. Downing

Nutrient Management Certification Calculation Review and Practice Sheet

How to Apply a Target Rate of Lagoon Nitrogen by using Flow Rate (GPM) and Irrigation Run Time

Page of ENGINEERING DATA - HOT WATER CAPACITIES, CALCULATIONS AND CORRECTION FACTORS Use the following two tables to determine

Peerless Pump Company Handbook of Engineering Data

Drip Tubing Hydraulics During Pressurization

The Fluid Journal Offi cial Journal of the Fluid Fertilizer Foundation Early Spring 2013 Vol. 21, No. 2, Issue # 80

CVEN 339 Summer 2009 Final Exam. 120 minutes allowed. 36 Students. No curve applied to grades. Median 70.6 Mean 68.7 Std. Dev High 88 Low 24.

Preparing for Technical Training: Essential Skills for Water/Wastewater Operators

Preparing for Technical Training: Essential Skills for Water/Wastewater Operators

Converting square ft to cubic yards concrete

GRADE 1. MULTIPLE CHOICE 2-POINTS EACH Add how many missed in questions 1-55, multiply by 2 =

GROUND WATER RULE INSTRUCTIONS FOR COMPLETING THE TREATMENT PLANT DISINFECTION MONTHLY OPERATION REPORT

Vapor Extraction / Groundwater Extraction (VE/GE) System Initial Report

5.3 Steel Column Assignment 5 NAME:

Table of Contents. 3.1 Source Capacity Analysis

DW Module 11: Administration Answer Key

Unit 6 Calibration. Learning Objectives

Lesson 6.4. Transform Units Essential Question How can you transform units to solve problems? Unlock the Problem. Name.

PENNSYLVANIA. Solve problems and display data involving length, weight, liquid volume, time, area, and perimeter.

SECTION POLYVINYL CHLORIDE (PVC) WATERLINE

Volume method Volume being used Time required to fill. Weir Method Width of slot in weir Height of water above slot

* Whenever you have x number of something per y number of something else, the x goes on top and the y goes on bottom.

Education. V. Know How to Maintain an Efficient Pump. Pump Efficiency Tests. What is a Pump Test? Who Does the Pump Testing?

I - 15 CORRIDOR CAMPUS MASTER PLAN DRAFT EIR MT. SAN JACINTO COMMUNITY COLLEGE DISTRICT. Appendices

Manure Management Milk Shake Dairy Ken Johnson Cache County, Utah

About Me. Overview. Seattle Regional Water System. Seattle Regional Water System. Water System Analysis and Design at Seattle Public Utilities

Manure Spreader Calibration. Jerry Martin, Senior Extension Associate, Penn State Crop & Soil Sciences

Technical Information

ENGINEERING REPORT WATER SUPPLY

January 2003 DRAFT - 9/30/99 1

CHAPTER 8 WATER SUPPLY SYSTEM

MENIFEE VALLEY CAMPUS MASTER PLAN DRAFT EIR MT. SAN JACINTO COMMUNITY COLLEGE DISTRICT. Appendices

Cooling Water Copper Pickup Concerns Calculating Copper Pickup Operating Plant Data

15 (See Example E later in this lab)

10.32 Spring 2005 Problem Set 4 Due Friday, April 22, 2005

Index. Hydraulic Data Chapter 1. Formulas & Conversions Chapter 2. Friction Loss Chapter 3. Viscous Fluids & Slurries Chapter 4

Ivins City Standard Specifications for Design and Construction Part 2 Engineering and Design Standards

Formula/Conversion Table for Water Treatment and Water Distribution

Large -Scale Pressurized Irrigation Systems

ANAEROBIC SLUDGE DIGESTION PROCESS. Prepared By Michigan Department of Environmental Quality Operator Training and Certification Unit

Calibration Workbook

CEE 371 Fall 2009 Design Problem 1 (work in teams of 3) DESIGN OF AMHERST TRANSMISSION MAIN

Name Class Date. How Much Lumber? Directions: Read the entire lab before doing the procedure and answering the questions.

University Curriculum Development for Decentralized Wastewater Management

Transcription:

Water Utility Science Water Math and Hydraulics 050 Name: Date: Note: Please show all of your calculations for each problem no matter how simple the problem may seem. Please use the accompanying pieces of paper for each problem. Failure to show how you arrive at an answer will result in a maximum point deduction. All fractions shall be reduced to their lowest form. You may use your calculator and the attached equivalence sheets. No other materials are allowed during this exam. (3-points each) 1. Add 14 ½ to 7 7/10 a. 22 1/5 b. 21 12/10 c. 21 1/5 d. 22 3/5 e. 22 1/10 2. Subtract 53 ½ from 156 1/6 a. 102 1/3 b. 103 1/3 c. 102 5/9 d. 103 5/9 e. 102 2/3 3. Multiply 1 ½ by 6 7/8 a. 24/110 b. 10 5/16 c. 11 3/8 d. 10 9/16 e. 11 1/8 4. Multiply 1 7/10 by 2 5/7 a. 5 21/70 b. 4 40/70 c. 5 2/3 d. 4 ½ e. 4 43/70

5. Divide 8 1/3 by 1 ¼ a. 6 2/3 b. 5 5/6 c. 6 5/12 d. 5 7/8 e. 6 1/3 6. Divide 8 by 1 ½ a. 6 ½ b. 6 2/3 c. 5 1/3 d. 5 5/8 e. 5 2/3 7. Select the proper decimal point answer. 2.12 times 5 ¼ =? a. 12.33 b. 11.13 c. 11.31 d. 11.89 e. 12.39 8. 15 is what percent of 29? a. 0.5172 b. 0.5548 c. 0.5712 d. 51.72 e. 57.12 9. 65% of 0.25 is a. 2.6 b. 260 c. 0.1625 or 0.16 d. 0.1952 or 0.20 e. 0.3326 or 0.33 10. Which of the following is 20% of 20? a. 4 b. 5 c. 5.5 d. 6 e. 4.5

11. A 3-pound jar of mixed nuts is labeled 60% peanuts. What is the weight of the other nuts excluding peanuts? a. 5 pounds b. 1.8 pounds c. 1.2 pounds d. 0.8 pound e. 1.5 pounds 12. 5 is to 30 as 9 is to? a. 51 b. 54 c. 45 d. 59 e. 62 13. 25% of is 18. (Fill-in the blank and remember to show your calculations) a. 27 b. 4.5 c. 40 d. 62 e. 72 14. Solve for y y + 5 = 1 a. 6 b. 4 c. 0.20 d. -4 e. -6 15. Solve for y 9y = 21 + 2y a. 3 b. -3 c. 7 d. 21 e. -7 (5-points each) 16. Convert 2.0 cubic feet per second to gallons per minute. Show each step in the calculation or no points! a. 448.8 gpm b. 897.6 gpm c. 1,346.4 gpm d. 1,000.8 gpm e. 1,918.3 gpm

17. The maximum capacity of a 24-inch I.D pipeline is how many times different than a 12-inch I.D. pipeline? a. two times more than the 12-inch b. three times more than the 12-inch c. four times more than the 12-inch d. two times less than the 12-inch e. about the same 18. How many pounds does 3-gallons of freshwater weigh? a. 22.44 lbs b. 24.25 lbs c. 25.02 lbs d. 187.2 lbs e. 52.02 lbs 19. What is the weight of 4.5 cubic feet of water? a. 280.8 lbs b. 37.53 lbs c. 33.66 lbs d. 299.7 lbs e. 208.8 lbs 20. Convert square inches into square feet. Convert 1,770 In 2 = Ft 2 a. 414,720 b. 28 c. 12.29 d. 5,640 e. 1229 21. Convert inches per second into mph. (Show your calculations) 30.0 inches per second equals how many miles per hour? a. 1.7 mph b. 1.42 mph c. 1.19 mph d. 11.93 mph e. 17 mph 22. Convert 8.0 cubic feet per second to million gallons per day a. 51.17 c. 5.17 e. 29.1 b. 210.8 d. 2.91

23. How many pounds (Lbs) per day of chlorine gas (100% available) will be needed when the flow rate is held steady at 5.5 mgd and the feed rate remains at 2.4 ppm for 24-hrs? a. 110.1 lbs/day b. 328 lbs/day c. 241 lbs/day d. 121.1 lbs/day 24. Chlorine gas (100% available) was fed into a flow of 21.5 mgd for 24-hours. The gas feed rate remained at 2.4 ppm during the 24-hr period, however it was noted that the water had a chlorine demand of 1.25 mg/l. Determine the amount of pounds of chlorine needed to be fed during the 24-hour period. a. 179.3 b. 430.3 c. 654.4 d. 587 e. 778.1 25. Determine the quantity of flow (Q), in cfs, when the area of a box conduit is 9.7 square feet and the speed of the water traveling through the box is 5.0 feet per second. a. 48.5 b. 1.94 c. 0.52 d. 406.99 e. not enough information to solve 26. The pressure on the bottom of an open to the atmosphere tank is 19 psi. Determine the height of the water in the tank. (round to closest given number) a. 8.2-ft. b. 16.4-ft. c. 22.4-ft. d. 44-ft. e. 438.7-ft. 27. How many cubic feet of water can 2.5 acres of land contain when it has a one-foot high barrier built around it? a. 109,800 cf b. 108,900 cf c. 1,133,900 cf d. 977,486 cf e. 180,009 cf

28. How many minutes will it take before a water droplet, flowing at 1750 gpm, could exit a 102,700 gallon container? (show your calculations, or NO credit) a. 58.7 minutes b. 65.1 minutes c. 196.3 minutes d. 1.7 minutes e. 5.9 minutes 29. Convert 1800 gpm into cfs. (show your calculations, or NO credit) a. 2.0 cfs b. 4.0 cfs c. 4.6 cfs d. 6.4 cfs e. 2.5 cfs 30. How many cubic feet of dirt will be displaced when a 29-inch O.D. pipe that is 325-feet long is placed inside a trench and recovered? a. 1,407 cf b. 1,940 cf c. 1,090.8 cf d. 453.3 cf e. 1,490 cf 31. If a chemical were 19% in strength and needed to be diluted to a 2% strength into a 300-gallon day tank, how many gallons of the 19% would be needed? a. 32.8 b. 31.6 c. 23.45 d. 114.0 e. 38.6 32. Convert 28 C into F. Show your calc s. a. 122.4 b. 82.4 c. 79.6 d. 120.6 e. 87.1

33. A total hardness of 275 mg/l equals how many grains per gallon (gpg)? a. 22 b. 15 c. 14 d. 18 e. 17 34. Using the Quantity formula (Q = AV), determine the V, when A = 16.5 sq. ft. and Q equals 83 cfs. a. 19.88 fps b. 5 fps c. 1.99 fps d. 4.145 fps e. 6.1 fps 35. The bottom of a 20-foot high tank is 155-feet above the water transmission line. The pressure in the transmission line is 74-psi. Determine the water level in the tank. a. 170.9-ft. b. 123.0-ft. c. 51.9-ft. d. 187.0-ft. e. 15.9-ft. 36. A pump delivers 5.6 cfs into a 48-ft diameter tank. Determine the water level in the tank after 3-hours of pumping at the same rate? a. 31.7-ft. b. 32.8-ft. c. 40.1-ft. d. 33.4-ft. e. 34.4-ft. 37. A 20-ft. diameter tank has a pressure of 10.8 psi when full of water. Determine the amount of gallons of paint needed to cover the outside and top when each gallon spreads 200 square feet with one coat. a. 10 gallons b. 1,878.5 gallons c. 9 gallons d. 17.3 gallons e. 120 gallons 38. What is the required pipe diameter, in inches, when the velocity is 5 fps and the maximum flow is 15 cfs? a. 28-inches b. 1.955-inches c. 3.0 inches d. 32.5-inches e. 23.5 inches