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Course: CHE 141, Fall 2007School: SUNY Stony Brook
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SUNY Stony Brook - CHE - 141
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SUNY Stony Brook - PHY - 131
Physics 131, Midterm II & SolutionsAbhay Deshpande November 6, 2007Write your name, SBU ID, and Recitation number or instructor's name clearly. Please start a new problem on a new page 1. A ball of radius r1 = 0.080 m and mass 1.00 kg is attached
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PHY 131 Midterm 2Mar 26, 2007VersionAPut FULL NAME, ID#, and EXAM VERSION on the front cover of the BLUE BOOKLET! To avoid problems in grading: do all problems in order, write legibly, and show all work for partial credit! Note: make sketches
SUNY Stony Brook - PHY - 131
Midterm 21Nov 5, 2002PHY131 Midterm Exam II Name/ID:_ _ Section:_Prob 1 3OK: 1.5NOK: NET: SOLUTIONS Vs. A November 5, 2002 Prob 2 Prob 3 Prob 4 Max. 29 points Max. 30 points 4OK: 2NOK: NET: W Fdx FG = mg(j) (downwards) (g = GME/RE2 = 9.8 m/s
SUNY Stony Brook - PHY - 131
PHYSICS 131 SECOND MIDTERM EXAMINATION -You are allowed to use a calculator, a sheet of formulae, pencils, rulers, erasers. Use of cell phones, computers, books, class notes, TV guides etc. is not allowed. Solve any three of the following four proble
UCSB - MATH - 5c
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UCSB - MATH - 5c
UCSB - MATH - 5c
Math 5C Midterm Review OutlineThe exam will cover sections 10.1-10.8, 10.10, 11.1-11.3. The outline below summarizes the main topics. Note cards and calculators will not be permitted during the exam. (1) Sequences (a) An infinite sequence of real
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Final Examination Checklist Scantron Test Spring 2007 Part I: Short Answer Questions (30%) Be able to answer any of the following questions (bring a blue book): 1. Know the names of each author (Cicero, Catullus, Caesar, Horace, Vergil, and Ovid), wh
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ES330, Section 2Dr. Douglas Bohl 239 Camp x6683, dbohl@clarkson.edu www.clarkson.edu/~dbohl/es330 9/27/071http:/ga.water.usgs.gov/edu/hyhowworks.htmlOutline Derive the Conservation of Energy Examples! Learning Objective: Be able to apply t
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Chapter 5 Mass, Bernoulli, and Energy Equations Review Problems 5-89 A water tank open to the atmosphere is initially filled with water. The tank discharges to the atmosphere through a long pipe connected to a valve. The initial discharge velocity fr
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ES330 Section 2Exam#2Name:You will have 1.5 hours to complete the exam. Please show all work and list any assumptions you are making. You must draw a control volume, free body diagram, and coordinate system if required by the problem to receive
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Chapter 6 Momentum Analysis of Flow SystemsChapter 6 MOMENTUM ANALYSIS OF FLOW SYSTEMSNewton's Laws and Conservation of Momentum 6-1C Newton's first law states that "a body at rest remains at rest, and a body in motion remains in motion at the sam
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Chapter 6 Momentum Analysis of Flow Systems Review Problems 6-58 Water is flowing into and discharging from a pipe U-section with a secondary discharge section normal to return flow. Net x- and z- forces at the two flanges that connect the pipes are
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ES330, Section 2Dr. Douglas Bohl 239 Camp x6683, dbohl@clarkson.edu www.clarkson.edu/~dbohl/es330 9/28/06Animation of a lobed pump using CFD Wall shear stress shown www.fluent.com1Outline Derive the Conservation of Energy Head loss Efficienc
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Harrier "Jump-Jet"ES330, Section 2Dr. Douglas Bohl 239 Camp x6683, dbohl@clarkson.edu www.clarkson.edu/~dbohl/es33010/5/2007 1Outline Review Efficiency Derive the Bernoulli Equation Cautions and Assumptions Examples Total, static, dyn
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ES330, Section 2Dr. Douglas Bohl 239 Camp x6683, dbohl@clarkson.edu www.clarkson.edu/~dbohl/es330Simulation of flow in lungs during breathing11/28/20071Outline Flow in Pipes Entrance Length Laminar Flow in Pipes Turbulent Flow in Pipes
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ES330, Section 2Dr. Douglas Bohl 239 Camp x6683, dbohl@clarkson.edu www.clarkson.edu/~dbohl/es33012/3/2007Vorticity in a Stirred Tank with Corn SyrupResulting Mixing Field1OutlineFlow in Pipes Turbulent Flow in Pipes Example Minor losse
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ES330, Section 2Dr. Douglas Bohl 239 Camp x6683, dbohl@clarkson.edu www.clarkson.edu/~dbohl/es330Trailing vortices and downwash phenomenon of an aircraft in flight are seen clearly in this figure. In this situation, a Cessna Citation VI was flown
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ES330, Section 2Dr. Douglas Bohl 239 Camp x6683, dbohl@clarkson.edu www.clarkson.edu/~dbohl/es330A special form of instability is seen in this cloud formation. When two streams are in parallel motion, but there is a velocity difference between th
Clarkson - ES - 330
Chapter 1 Introduction and Basic ConceptsChapter 1 INTRODUCTION AND BASIC CONCEPTSFluid Mechanics and Classification of Fluid Flow 1-1C The flow of an unbounded fluid over a surface such as a plate, a wire, or a pipe is external flow. The flow in
Clarkson - ES - 330
Chapter 2 Properties of FluidsChapter 2 PROPERTIES OF FLUIDSDensity and Specific Gravity 2-1C Intensive properties do not depend on the size (extent) of the system but extensive properties do. 2-2C The specific gravity, or relative density, and is
Clarkson - ES - 330
Chapter 3 Pressure and Fluid StaticsChapter 3 PRESSURE AND FLUID STATICSPressure, Manometer, and Barometer 3-1C The pressure relative to the atmospheric pressure is called the gage pressure, and the pressure relative to an absolute vacuum is calle
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Chapter 3 Pressure and Fluid Statics Fluid Statics: Hydrostatic Forces on Plane and Curved Surfaces 3-53C The resultant hydrostatic force acting on a submerged surface is the resultant of the pressure forces acting on the surface. The point of applic
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Chapter 3 Pressure and Fluid Statics Review Problems 3-110 One section of the duct of an air-conditioning system is laid underwater. The upward force the water will exert on the duct is to be determined. Assumptions 1 The diameter given is the outer
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PROPRIETARY AND CONFIDENTIAL This Manual is the proprietary property of The McGraw-Hill Companies, Inc. ("McGraw-Hill") and protected by copyright and other state and federal laws. By opening and using this Manual the user agrees to the following res
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Chapter 5 Mass, Bernoulli, and Energy EquationsChapter 5 MASS, BERNOULLI, AND ENERGY EQUATIONSConservation of Mass 5-1C Mass, energy, momentum, and electric charge are conserved, and volume and entropy are not conserved during a process. 5-2C Mass
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Chapter 8 Flow in PipesChapter 8 FLOW IN PIPESLaminar and Turbulent Flow 8-1C Liquids are usually transported in circular pipes because pipes with a circular cross-section can withstand large pressure differences between the inside and the outside
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Chapter 8 Flow in Pipes Piping Systems and Pump Selection 8-62C For a piping system that involves two pipes of different diameters (but of identical length, material, and roughness) connected in series, (a) the flow rate through both pipes is the sam
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PROPRIETARY AND CONFIDENTIAL This Manual is the proprietary property of The McGraw-Hill Companies, Inc. ("McGraw-Hill") and protected by copyright and other state and federal laws. By opening and using this Manual the user agrees to the following res
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PROPRIETARY AND CONFIDENTIAL This Manual is the proprietary property of The McGraw-Hill Companies, Inc. ("McGraw-Hill") and protected by copyright and other state and federal laws. By opening and using this Manual the user agrees to the following res
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Chapter 11 Flow Over Bodies: Drag and Lift Lift 11-71C The contribution of viscous effects to lift is usually negligible for airfoils since the wall shear is parallel to the surfaces of such devices and thus nearly normal to the direction of lift. 11
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Chapter 12 Compressible Flow Normal Shocks in Nozzle Flow 12-68C No, because the flow must be supersonic before a shock wave can occur. The flow in the converging section of a nozzle is always subsonic. 12-69C The Fanno line represents the states whi
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Chapter 12 Compressible Flow Duct Flow with Heat Transfer and Negligible Friction (Rayleigh Flow) 12-96C The characteristic aspect of Rayleigh flow is its involvement of heat transfer. The main assumptions associated with Rayleigh flow are: the flow
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Chapter 12 Compressible Flow Review Problems 12-131 A leak develops in an automobile tire as a result of an accident. The initial mass flow rate of air through the leak is to be determined. Assumptions 1 Air is an ideal gas with constant specific hea
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Chapter 13 Open-Channel FlowChapter 13 OPEN-CHANNEL FLOWClassification, Froude Number, and Wave Speed 13-1C Open-channel flow is the flow of liquids in channels open to the atmosphere or in partially filled conduits, and is characterized by the pr
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Chapter 13 Open-Channel Flow Flow Control and Measurement in Channels 13-89C On the figure, diagram 1-2a is for frictionless gate, 1-2b is for sluice gate with free outflow, and 1-2b-2c is for sluice gate with drown outflow, including the hydraulic j
Clarkson - ES - 330
PROPRIETARY AND CONFIDENTIAL This Manual is the proprietary property of The McGraw-Hill Companies, Inc. ("McGraw-Hill") and protected by copyright and other state and federal laws. By opening and using this Manual the user agrees to the following res
Clarkson - ES - 330
PROPRIETARY AND CONFIDENTIAL This Manual is the proprietary property of The McGraw-Hill Companies, Inc. ("McGraw-Hill") and protected by copyright and other state and federal laws. By opening and using this Manual the user agrees to the following res
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The Modal Model and Working MemoryLecture 2Evidence for the Stm/Ltm distinctionNeurocognitive evidence HM (Milner) no transfer to ltm JB (Shallice and Warrington) impaired stm otherwise normal Brown/Peterson paradigm trigrams presented
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