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Syllabus 09

Course: CEE 342, Fall 2008
School: Washington
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342 CEE Fluid Mechanics Instructor: Timothy Larson, Professor ; Office: 269 Wilcox; 543-6815, tlarson@u.washington.edu; Office Hours: 2:30-3:30 Wednesdays Course Website: http://faculty.washington.edu/tlarson/CEE342 Teaching Assistant: Darren Wilton dcwilton@u.washington.edu Text: Munson, Young, Ohkiishi, Huebsch, Fundamentals of Fluid Mechanics, Sixth Edition, Wiley, 2009 Final Exam: Wednesday, March 18, 2:30...

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342 CEE Fluid Mechanics Instructor: Timothy Larson, Professor ; Office: 269 Wilcox; 543-6815, tlarson@u.washington.edu; Office Hours: 2:30-3:30 Wednesdays Course Website: http://faculty.washington.edu/tlarson/CEE342 Teaching Assistant: Darren Wilton dcwilton@u.washington.edu Text: Munson, Young, Ohkiishi, Huebsch, Fundamentals of Fluid Mechanics, Sixth Edition, Wiley, 2009 Final Exam: Wednesday, March 18, 2:30 -4:20, 220 More Hall Date M W F M Tu W F M W F M Tu W F M Tu W F M Tu W F M Tu W F M Tu W F M Tu W F M W F Jan 5 7 9 12 13 14 16 19 21 23 26 27 28 30 2 3 4 6 9 10 11 13 16 17 18 20 23 24 25 27 2 3 4 6 9 11 13 Topic(s) Introduction, Fluid Properties Fluid Statics, Manometry Fluid Forces on Submerged Surfaces Fluid Forces on Submerged Surfaces Buoyancy & Stability (9:00 -10:30 in 201 Winkenwerder) Bernoulli Equation Bernoulli Equation HOLIDAY Martin Luther King Day - No Class Bernoulli Equation Bernoulli Midterm Equation/ Review MIDTERM 1 LAB 1: Continuity (Harris Hydraulics Lab (HHY) ) Kinematics; Reynolds Transport Theorem Conservation of Mass Conservation of Mass/Momentum LAB 2:Flow Meter Calibration (HHY) Conservation of Momentum Conservation of Angular Momentum Conservation of Energy LAB 3: Hydraulic Jump (HHY) Conservation of Energy Conservation of Energy HOLIDAY: President's Day No LAB (Lab 3 report due Feb 24) Midterm Review MIDTERM 2 Ideal 2-D Flow LAB 4: Energy Equation Demonstration (HHY) Ideal 2-D Flow Dimensional Analysis & Similitude Boundary Layer Fundamentals LAB 5: Laser Velocimetry Pipe Flow Pipe Flow Pipe Networks Flow Nets Review Reading Assignment Ch 1 Ch 2 Ch 2 Ch 2 Ch 2 Ch 3 Ch 3 Ch 3 Ch 3 Ch 1-3 Ch 4 Ch 5 Ch 5 Ch 5 Ch 5 Ch 5 Ch 5 Ch 5 Feb Ch 5 Ch 6 Ch 6 Ch 6 Ch 7 Ch 8 Ch 8 Ch 8 Ch 8 Ch 6 Mar Grading Policy HW 20%; Labs 20%; First Midterm 15%; Second Midterm 20%; Final Exam 25%
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Oakland University - MBAE - 590
Session 1Economic and Market Value Added1EVAEconomic Value AddedEVA = Operating Profit less a Charge for Capital Used = NOPAT - Capital Charge = NOPAT (WACC * CapitalBeg) = (ROIC WACC) * CapitalBeg2MVAMarket Value AddedMarket Value of
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Reebok CaseInstructions for Completing the Assignment In this case you will use ratio analysis to determine the value drivers for Reebok. To accomplish this you will use the data provided from the annual financial statements of Reebok and that on a
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Butler Lumber Company The Butler Lumber Company case provides additional practice at financial statement analysis and determining the value drivers in a business. It also provides an opportunity to build pro forma financial statements and develop a l
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Bed, Bath, and Beyond CaseInstructions for Completing the Assignment This is the final case involving value drivers and financial analysis. These instructions are purposefully vague. At this stage you should have a clear idea of how to conduct a det
Washington - CEE - 342
CEE 342Laboratory #3 Momentum (Hydraulic Jump)Apparatus and Procedure The experiments will be performed in a rectangular, horizontal channel 12.375 inches wide. The flow meter in the water supply line has the calibration equation Q = 1.08(0.0518M +
Oakland University - MBAE - 590
Session 6Cost of Capital1COST OF CAPITALWEIGHTED AVG COST OF CAPITAL (WACC) r = wdrd + were wd = proportion of assets funded by debt rd = After-tax cost of debt we = proportion of assets funded by equity re = cost of equity2COST OF CAPITAL
Washington - CEE - 342
CEE 342 Laboratory #4 Energy Equation DemonstrationMeasurements will be taken of pressures at the inlet and outlet of a centrifugal pump, and of the flow rate of water through the pump, for several different flow rates. The necessary piping dimensio
Washington - CEE - 342
Assignment: Give your plot a title and include axes labels. These are done with the commands title, xlabel & ylabel. Using the text command, include the names of all group members somewhere on the figure and make a printout for each group member.
Washington - CEE - 342
A brief introduction to Particle Image VelocimetryCEE 342 November 25, 2008What is PIV?Particle image velocimetry (PIV) is a method of flow visualization. A flow is seeded with tracer particles, and a two-dimensional plane in the flow is illumina
Oakland University - MBAE - 590
Year Revenues: Planes Delivered Price per Plane Total Revenues Cost of Goods Sold Gross Profit Depreciation GS&A Expense Operating Profit R&D Expense Pre-tax Profit Taxes (or Tax Credit) After-tax Profit Capital Expenditure Depreciation Add-back Chan
Oakland University - MBAE - 590
E.I. Du Pont de Nemours and Company - 1983 The Du Pont case provides an introduction to capital structure policy. It requires a detailed analysis of the full range of issues that should be considered in setting a target debt ratio. Audience: Prepare
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Session 8ValuationEMBA: Fall 2002Methodsw w w wAsset value Liquidation value Relative value (Multipliers) Discounted cash flow value Dividend discount models Free cash flow modelsEquity versus Entity ValueAssetsFixed Assets Working Cap
Washington - CEE - 342
Name_ CEE 342 Date_ page 1 of 6 CEE 342 Homework #1 Introduction to Fluids and Fluid Statics 1. Use your lecture notes and textbook to fill in the blanks in the worksheet below. These are mainly definitions that you should be familiar with. 2. Follo
Washington - CEE - 342
Problem 1.322.66 (continued)2.66 (continued)
Washington - CEE - 342
CEE 342Homework Set #21. (Problem 2.98 in the book) A river barge, whose cross-section is approximately rectangular, carries a load of grain. The barge is 28 ft wide and 90 ft long. When unloaded, its draft (depth of submergence) is 5 ft., and with
Washington - CEE - 342
Washington - CEE - 342
1. (Problem 4.10 in the book) The x and y components of velocity for a twodimensional flow are u = 6y ft/s and v = 3 ft/s , where y is in feet. Determine the equation for the streamlines and sketch representative streamlines in the upper half x-y pla
Washington - CEE - 342
Washington - CEE - 342
CEE 342 Homework Set #4 Due 2/11/09 1. (Problem 5.38 in the book) A 10-mm diameter jet of water is deflected by a homogeneous rectangular block (15 mm by 200 mm by 100 mm) that weighs 6N as shown in Video V5.96 and Fig. P5.38. Determine the minimum v
Washington - CEE - 342
Washington - CEE - 342
CEE 342 Homework Set #5 Due 2/18/09 1. (Problem 5.104 in the book) For the 180 degree elbow and nozzle flow shown in Fig. P5.104, determine the loss in available energy from section (1) to section (2). How much additional available energy is lost fro
Washington - CEE - 342
Washington - CEE - 342
CEE 342 Homework 6 Due 3/4/091. (Problem 6.27 in book) The stream function for an incompressible, twoFor this flow field, plot several dimensional flow field is = 3x 2 y + y streamlines (hint: the equation for the streamline is found by setting =
Washington - CEE - 342
Washington - CEE - 342
CEE 342 Homework 7 Due 3/11/09 (Problem 7.8 in the book) The power, P, required to run a pump that moves fluid within a piping system is dependent upon the volume flowrate, Q, density, , impeller diameter, d, angular velocity, , and fluid viscosity,
Washington - CEE - 342
Washington - CEE - 342
26 January 2009 CEE 342 Midterm 1 ANSWER KEY Problem 1: Calculate the minimum force, P, necessary to hold the gate closed on the tank shown in the adjacent figure. The gate is hinged at
Washington - CEE - 342
Washington - CEE - 342
CEE 342 Fluid Mechanics Midterm Exam 1Name_Copy your final answers in the spaces below as well as on the work page. Use extra paper if necessary. Show all work. Use extra paper if necessary to show all work. Put your name on all extra sheets of p
Washington - CEE - 342
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Washington - CEE - 342
Fluids: Water is the new gold.Imagine you've been put in charge of the Grand Coulee Dam.What does running Grand Coulee entail? Hydroelectricity: 6,809 MW (largest producer in U.S. and 3rd or 4th largest in the world), with net value of power over
Washington - CEE - 342
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Washington - CEE - 342
CEE 342 Lecture #2 to 3 Forces on Submerged Surfaces Forces on Submerged Surfaces Distributed forces Recall distributed loads from Staticspage 1 of 8For (a), the resultant force, FR = pA. p = h and A = area of tank bottom. For (b), what is the
Washington - CEE - 342
CEE 342 Lecture #4 Buoyancy and Stability Lecture #4 Buoyancy and Stabilitypage 1 of 4Quoting Vitruvius, a Roman engineer and architect writing just before the time of Christ: Heiro, after gaining the royal power in Syracuse, resolved, as a cons
Washington - CEE - 342
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Washington - CEE - 342
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Washington - CEE - 342
Suggested approach for solving Ch 3 problems You are solving up to three equations (Continuity, Bernoulli, Manometry) Examine pipe diameter: does it change? (implies velocity change via continuity) Look for P, v or z values that are given Solve 2
Washington - CEE - 342
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Washington - CEE - 342
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Washington - CEE - 342
One Dimensional Linear Momentum EquationSystem-Control Volume EquationdB ^ = b d +CS bV^ ndA dt t CV^ Let B = mV = linear momentum of the system ^ Let b = V = linear momentum per unit mass of system (= velocity) Then dB d ^ = mV = F dt dtb
Washington - CEE - 342
Lectures 14 to 15 Conservation of Energy First Law of Thermodynamics Energy Equation time rate of increase of total stored energy of system net time rate of energy addition by heat transfer into systempage 1 of 7=+net time rate of energy add
Washington - CEE - 342
Energy EquationWshaftV1,P1 1, T1A1z1A2Q"First Law"Flow workV2, P2, 2, T2 Datumz2frictionless flowdE dQ dW = + dt dt dt0W = Wpressure +Work done on system by its surroundings Pressure work (done by pressure forces at the CV bou
Washington - CEE - 342
Lecture 16 Vorticitypage 1 of 8Types of Fluid Motion Fluid motion can be described in terms of 4 different elemental types of motion: Translation, Linear strain, Angular strain and Rotation, or some combination of these. These are depicted below.
Washington - CEE - 342
Lecture 17 2-D Flowpage 1 of 82-D Euler equationRecall Euler equation along a streamline: ( P + z ) = - as sIn steady flow, this led to Bernoulli's equation along a streamline. Now we want to be able to integrate the Euler equation in any d
Washington - CEE - 342
CEE 342 Lectures 18 to 19: Dimensional Analysis and Similitudepage 1 of 7Dimensional AnalysisWe've been using dimensions to check our equations. Now, we can use dimensions to make up equations! You're told that the power, P, of a turbine depends
Washington - CEE - 342
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Washington - CEE - 342
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Washington - CEE - 342
VD for water at 60F (V in fps, D in inches)0.1 0.2 0.4 0.6 0.8 1 2 4 6 8 10 20 40 60 100 200 400 600 1000 2000 4000 6000 10000 |_ | | | | | | | | | | | | | | | | | | | | | | | | _|VD for atmospheric air at 60F 10-1 2 | 4 | 6 | 8 | 10 | 20 | 40 |
Washington - CEE - 342
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Washington - CEE - 342
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Washington - CEE - 342
Fluids: Water is the new gold.Imagine youve been put in charge of the Grand Coulee Dam.What does running Grand Coulee entail? Hydroelectricity: 6,809 MW (largest producer in U.S. and 3rd or 4th largest in the world), with net value of power over
Washington - CEE - 342
Washington - CEE - 342
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Washington University in St. Louis - MEXMRS - 0522
=MEX SPK Files= Last update: 26 MAY 2008 This "aareadme.txt" file describes the contents of the KERNELS/SPK directory of the MEX SPICE data server. It also provides the file naming conventions used for the MEX SPK kernels, and it pr
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