FLUID MECHANICS TESTS

Similar documents
Lecture 1.1 Introduction to Fluid Dynamics

Vector Visualization. CSC 7443: Scientific Information Visualization

FLOWING FLUIDS AND PRESSURE VARIATION

MAE 3130: Fluid Mechanics Lecture 5: Fluid Kinematics Spring Dr. Jason Roney Mechanical and Aerospace Engineering

Lagrangian and Eulerian Representations of Fluid Flow: Kinematics and the Equations of Motion

Chapter 1 - Basic Equations

Essay 1: Dimensional Analysis of Models and Data Sets: Similarity Solutions

ANSYS AIM Tutorial Turbulent Flow Over a Backward Facing Step

CHAPTER 3. Elementary Fluid Dynamics

Chapter 5: Introduction to Differential Analysis of Fluid Motion

Using a Single Rotating Reference Frame

A simple example. Assume we want to find the change in the rotation angles to get the end effector to G. Effect of changing s

the lines of the solution obtained in for the twodimensional for an incompressible secondorder

Computational Study of Laminar Flowfield around a Square Cylinder using Ansys Fluent

Chapter 4 FLUID KINEMATICS

Rotating Moving Boundary Analysis Using ANSYS 5.7

Separation in three-dimensional steady flows. Part 2 : DETACHMENT AND ATTACHMENT SEPARATION LINES DETACHMENT AND ATTACHMENT SEPARATION SURFACES

Data Visualization. Fall 2017

Computation of Velocity, Pressure and Temperature Distributions near a Stagnation Point in Planar Laminar Viscous Incompressible Flow

Inviscid Flows. Introduction. T. J. Craft George Begg Building, C41. The Euler Equations. 3rd Year Fluid Mechanics

3D vector fields. Contents. Introduction 3D vector field topology Representation of particle lines. 3D LIC Combining different techniques

VERIFICATION OF CAMPBELL DIAGRAMS USING ANSYS - LINFLOW AND FUNDAMENTALS OF AEROELASTIC ANALYSES

Vector Visualisation 1. global view

Verification and Validation of Turbulent Flow around a Clark-Y Airfoil

Axisymmetric Viscous Flow Modeling for Meridional Flow Calculation in Aerodynamic Design of Half-Ducted Blade Rows

Flow Visualisation - Background. CITS4241 Visualisation Lectures 20 and 21

1 Mathematical Concepts

Kinematics of Machines Prof. A. K. Mallik Department of Mechanical Engineering Indian Institute of Technology, Kanpur. Module 10 Lecture 1

Simulation of Turbulent Flow in an Asymmetric Diffuser

Vector Field Visualisation

SIMULATION OF PROPELLER-SHIP HULL INTERACTION USING AN INTEGRATED VLM/RANSE SOLVER MODELING.

Chapter 1 - Basic Equations

Solved with COMSOL Multiphysics 4.2

Realtime Water Simulation on GPU. Nuttapong Chentanez NVIDIA Research

Flow Visualisation 1

Analysis of the CFD study of skiing curve slide way phase pneumatic freestyle athletes

Strömningslära Fluid Dynamics. Computer laboratories using COMSOL v4.4

9 On the Hydrodynamics of Rowing Oars and Blade Design. 1 Introduction. 2 Theoretical Analysis. 2.1 Hydrodynamic description

Adjoint Solver Workshop

SPC 307 Aerodynamics. Lecture 1. February 10, 2018

CGT 581 G Fluids. Overview. Some terms. Some terms

CFD Analysis of a Fully Developed Turbulent Flow in a Pipe with a Constriction and an Obstacle

Lecture overview. Visualisatie BMT. Vector algorithms. Vector algorithms. Time animation. Time animation

DIGITAL THESES PROJECT. I authorise the University to make this thesis available on the Internet under the International digital theses project

The viscous forces on the cylinder are proportional to the gradient of the velocity field at the

Overview. Applications of DEC: Fluid Mechanics and Meshing. Fluid Models (I) Part I. Computational Fluids with DEC. Fluid Models (II) Fluid Models (I)

Introduction to ANSYS CFX

CAD-BASED WORKFLOWS. VSP Workshop 2017

An examination of the Joukowski airfoil in potential flow, without using complex numbers

Modeling the Fluid Flow around Airfoils Using. Conformal Mapping

Year Term Week Chapter Ref Lesson 18.1 Cubic and reciprocal functions. 18 Graphs 2. (Algebra) 18.4 Gradients and areas under graphs

Porous Reactor with Injection Needle

FEMLAB Exercise 1 for ChE366

MESHLESS SOLUTION OF INCOMPRESSIBLE FLOW OVER BACKWARD-FACING STEP

Calculators ARE NOT Permitted On This Portion Of The Exam 28 Questions - 55 Minutes

Mutltiphysics for Ironcad Demonstration Models (Rev. 1.1)

Autodesk Simulation Multiphysics

sin30 = sin60 = cos30 = cos60 = tan30 = tan60 =

Investigation of the critical submergence at pump intakes based on multiphase CFD calculations

Comparison of a two-dimensional viscid and inviscid model for rotating stall analysis

DYNAMICS OF A VORTEX RING AROUND A MAIN ROTOR HELICOPTER

Terminal Falling Velocity of a Sand Grain

A New Advancement in the Complex Variable Boundary Element Method with a Potential Flow Application

Analysis of an airfoil

Development of Hybrid Fluid Jet / Float Polishing Process

CFD MODELING FOR PNEUMATIC CONVEYING

FLUID MECHANICAL DESIGN OF THE POTENTIAL FLOW TURBINE. This paper presents the software package developed at Fluid and Power Research

1) Find. a) b) c) d) e) 2) The function g is defined by the formula. Find the slope of the tangent line at x = 1. a) b) c) e) 3) Find.

A Simplified Vehicle and Driver Model for Vehicle Systems Development

Isotropic Porous Media Tutorial

Abstract. 1 Introduction

Particle-based Fluid Simulation

Wall-bounded laminar sink flows

21. Efficient and fast numerical methods to compute fluid flows in the geophysical β plane

Solution Recording and Playback: Vortex Shedding

Tutorial 2. Modeling Periodic Flow and Heat Transfer

Characteristic Aspects of SPH Solutions

This tutorial illustrates how to set up and solve a problem involving solidification. This tutorial will demonstrate how to do the following:

Human Motion. Session Speaker Dr. M. D. Deshpande. AML2506 Biomechanics and Flow Simulation PEMP-AML2506

CFD Analysis of 2-D Unsteady Flow Past a Square Cylinder at an Angle of Incidence

International Power, Electronics and Materials Engineering Conference (IPEMEC 2015)

2.29 Numerical Marine Hydrodynamics Spring 2007

NUMERICAL SIMULATIONS OF FLOW THROUGH AN S-DUCT

Modeling Evaporating Liquid Spray

AN EXPERIMENTAL STUDY AND SIMULATION WITH FLUENT

Numerical studies for Flow Around a Sphere regarding different flow regimes caused by various Reynolds numbers

Turbulencja w mikrokanale i jej wpływ na proces emulsyfikacji

A STUDY ON THE UNSTEADY AERODYNAMICS OF PROJECTILES IN OVERTAKING BLAST FLOWFIELDS

Summary and additional notes for Static ti pressure measurements:

MC-E - Motion Control

and to the following students who assisted in the creation of the Fluid Dynamics tutorials:

Using Integral Surfaces to Visualize CFD Data

Investigation of mixing chamber for experimental FGD reactor

Table of contents for: Waves and Mean Flows by Oliver Bühler Cambridge University Press 2009 Monographs on Mechanics. Contents.

Dimensioning and Airflow Simulation of the Wing of an Ultralight Aircraft

Gavin Fields Senior Water Resources Engineer XP Solutions

mjb March 9, 2015 Chuck Evans

Extension and Validation of the CFX Cavitation Model for Sheet and Tip Vortex Cavitation on Hydrofoils

COMPUTATIONAL FLUID DYNAMICS USED IN THE DESIGN OF WATERBLAST TOOLING

Use of CFD in Design and Development of R404A Reciprocating Compressor

Transcription:

FLUID MECHANICS TESTS Attention: there might be more correct answers to the questions. Chapter 1: Kinematics and the continuity equation T.2.1.1A flow is steady if a, the velocity direction of a fluid parcel does not change with location b, the velocity of a fluid parcel is the function of location only c, at each location the velocity of the passing fluid parcel is constant in time d, in two arbitrary points, at the same time instant, the velocities are equal T.2.1.2If the flow is a, steady, then streamlines and pathlines are different b, unsteady, then streamlines, pathlines, and streaklines are the same c, steady, then streamlines, streaklines, and pathlines are the same d, unsteady, then streamlines, streaklines, and pathlines are the same only in some special cases T.2.1.3 The flow observed from a fixed system is steady T.2.1.4 a, around a ship travelling on a lake b, around a bridge pier c, in case of a uniformly accelerating flow in a pipe d, in the vicinity of a propeller rotating with constant angular velocity e, in case of the gas ascending in a chimney a, The tangent of a streamline is parallel to the velocity at the tangential point. b, The streamline is always the same as the pathline of a fluid parcel. c, The pathline is a curve connecting the instantaneous positions of the fluid parcels that have travelled through the same point. d, The streakline is a curve connecting the positions assumed by the same fluid parcel.

T.2.2.1 In case of a potential vortex, where the velocity is described by the equation, where v is the velocity, K is a constant and r is the radius, a, the streamlines are concentric circles with radius r b, the velocity magnitude is inversely proportional to the radius c, the flow is everywhere vortex-free d, the fluid parcels (with the exception of the centre) do not rotate about their own axis e, the circulation along concentric circles is zero. T.2.2.2 In a singly connected domain (simply connected domain) the φ velocity potential must exist, a, if the flow is vortex-free b, if the streamlines are parallel c, if the force field g has potential d, if along all paths e, if there is friction in the fluid. T.2.4.1 The following form of the continuity equation: div v = 0 a, is only valid for inviscid fluids b, is valid for incompressible fluids too, but only if the flow is steady c, is only valid for steady flow d, is valid for compressible flows as well, but only if the flow is steady e, is valid for incompressible flows. T.2.4.2The equation of continuity a, A 1 v 1 =A 2 v 2, if ρ = constant b, c, d, e, ( )

T.2.4.3 In a 2D flow the distance between two streamlines is 21 mm, the mean velocity in the area between them is 18 m/s. At a further away position the distance between the same streamlines reduces to 14 mm. What is the mean velocity in the area between them? (ρ=constant) a, 27 m/s b, 12 m/s c, 18 m/s What is the difference between the stream functions which can be associated with the two streamlines (ΔΨ)? d, 0.378 m 2 /s e, 0.857 m 2 /s T.2.4.4Choose the correct statement(s)! a, The stream function exists if rotv = 0. b, The stream function only exists in the case of 2D flow of a constant density fluid. c, The potential function only exists in the case of 2D flow. d, The value of the potential function along a streamline is constant. e, The value of the stream function along a streamline is constant. TZ.2.1Choose the correct statement(s)! a, The derivate tensor can be written as a sum of a symmetric and an antisymmetric tensor. b, The symmetric tensor describes the deformation of the fluid parcels. c, The antisymmetric tensor defines the angular velocity Ω of the fluid parcel. d, The angular velocity is given as. e, The rotational angular velocity of the fluid parcels is given as. TZ.2.2 The continuity equation a, is related to the energy of the fluid b, expresses the change of velocity and pressure along a streamline c, expresses the conservation of volume d, expresses the conservation of mass e, is only valid for ρ=const cases.

TZ.2.3 Do unsteady flows have vortices? a, Yes, always. b, No, never. c, Could be vortex-free or could have vortices as well. d, If the fluid is compressible, it has vortices as well. e, If the fluid has friction, then it is vortex-free. TZ.2.4 When deducing the equation of continuity, the initial thought is the following: a, The investigated domain is fixed in space and the mass inside it is constant in time. b, The investigated fluid parcel is fixed in space and the mass inside it is constant in time. c, The investigated fluid parcel moves. The sum of the temporal change of mass inside it and the excess mass outflow is zero. d, The investigated volume is fixed in space and fluid flows through it.the sum of the temporal change of mass inside it and the excess mass outflow is zero. TZ.2.5 A flow is steady if a, there is no temporal change at any point. b, the neighbouring points are the same. c, the variables change uniformly. d, e, None of the above are correct. TZ.2.6 The equation ρ 1 A 1 v 1 =ρ 2 A 2 v 2 a, could be valid if A 1 and A 2 are the areas of two cross-sections of a stream tube in arbitrary position, as compared to the velocities b, is only true if ρ 1 =ρ 2 c, is valid for A 1 and A 2 in arbitrary positions in the fluid d, could be valid if A 1 and A 2 are the areas of two cross-sections of a stream tube perpendicular to the velocities, and v 1 and v 2 are mean velocities e, None of the above are correct. TZ.2.7 Choose the correct example for steady flow in an absolute coordinate system! a, The flow around a boat travelling in a lake. b, The flow around a bridge pier. c, Flow in a pipe having increasing velocity. d, The flow around the blade of a table fan. e, The flow around a car travelling in still air.

TZ.2.8 In a steady case, the continuity equation can be expressed in the following form: (q V [m 3 /s], p [Pa], A [m 2 ], ρ [kg/m 3 ]) a, q V = ρ A v b, p 1 A 1 = p 2 A 2 c, p 1 A 1 v 1 = p 2 A 2 v 2 d, grad p = 0 e, ρ 1 A 1 v 1 = ρ 2 A 2 v 2