Conservation of Linear Momentum

Similar documents
Conservation of Linear Momentum for a Differential Control Volume

1.1 The Equations of Motion

Fluid Mechanics II. Newton s second law applied to a control volume

Apply mass and momentum conservation to a differential control volume. Simple classical solutions of NS equations

Cartesian coordinates in space (Sect. 12.1).

Module 2 : Convection. Lecture 12 : Derivation of conservation of energy

G H. Extended Unit Tests B L L. Higher Still Advanced Higher Mathematics. (more demanding tests covering all levels) Contents. 3 Extended Unit Tests

Cubic and quartic functions

Integration. 5.1 Antiderivatives and Indefinite Integration. Suppose that f(x) = 5x 4. Can we find a function F (x) whose derivative is f(x)?

CONSERVATION LAWS AND CONSERVED QUANTITIES FOR LAMINAR RADIAL JETS WITH SWIRL

Method of Images

Estimators in simple random sampling: Searls approach

AE/ME 339. K. M. Isaac Professor of Aerospace Engineering. December 21, 2001 topic13_grid_generation 1

Force Couple Systems = Replacement of a Force with an Equivalent Force and Moment (Moving a Force to Another Point)

Algebra Skills Required for Entry to a Level Two Course in Mathematics

The standard form of the equation of a circle is based on the distance formula. The distance formula, in turn, is based on the Pythagorean Theorem.

Equilibrium at a Point

σ = F/A. (1.2) σ xy σ yy σ zx σ xz σ yz σ, (1.3) The use of the opposite convention should cause no problem because σ ij = σ ji.

AE/ME 339. Computational Fluid Dynamics (CFD) K. M. Isaac. Momentum equation. Computational Fluid Dynamics (AE/ME 339) MAEEM Dept.

Evaluate nth Roots and Use Rational Exponents. p Evaluate nth roots and study rational exponents. VOCABULARY. Index of a radical

Solutions to Two Interesting Problems

KINEMATIC RELATIONS IN DEFORMATION OF SOLIDS

Flux - definition: (same format for all types of transport, momentum, energy, mass)

1 Differential Equations for Solid Mechanics

Solutions to O Level Add Math paper

ragsdale (zdr82) HW7 ditmire (58335) 1 The magnetic force is

APPLIED MECHANICS I Resultant of Concurrent Forces Consider a body acted upon by co-planar forces as shown in Fig 1.1(a).

Consider a slender rod, fixed at one end and stretched, as illustrated in Fig ; the original position of the rod is shown dotted.

Infinitesimal Rotations

c) domain {x R, x 3}, range {y R}

Chapter 2 Basic Conservation Equations for Laminar Convection

CONTINUOUS SPATIAL DATA ANALYSIS

MMJ1153 COMPUTATIONAL METHOD IN SOLID MECHANICS PRELIMINARIES TO FEM

Chapter 11 Three-Dimensional Stress Analysis. Chapter 11 Three-Dimensional Stress Analysis

In this section, mathematical description of the motion of fluid elements moving in a flow field is

SOLUTIONS TO CONCEPTS CHAPTER 2

MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question. D) D: (-, 0) (0, )

Derivation of angular momentum balance law using the cauchy stress tensor measure. (HW#4, MAE 295. UCI)

ENT 151 STATICS. Statics of Particles. Contents. Resultant of Two Forces. Introduction

PHYS 1050 Announcements:

Mathematics. Mathematics 2. hsn.uk.net. Higher HSN22000

Physics Gravitational force. 2. Strong or color force. 3. Electroweak force

Solve Quadratics Using the Formula

Deflection of Beams. Equation of the Elastic Curve. Boundary Conditions

x y plane is the plane in which the stresses act, yy xy xy Figure 3.5.1: non-zero stress components acting in the x y plane

σ = F/A. (1.2) σ xy σ yy σ zy , (1.3) σ xz σ yz σ zz The use of the opposite convention should cause no problem because σ ij = σ ji.

2 Equations of Motion

2 A: The Shallow Water Equations

Differential relations for fluid flow

CH. 1 FUNDAMENTAL PRINCIPLES OF MECHANICS

Differentiation Techniques

5.6. Differential equations

Linear And Exponential Algebra Lesson #1

THE HEATED LAMINAR VERTICAL JET IN A LIQUID WITH POWER-LAW TEMPERATURE DEPENDENCE OF DENSITY. V. A. Sharifulin.

PHYS 101: Solutions to Chapter 4 Home Work

Exercise solutions: concepts from chapter 7

Mathematics. Polynomials and Quadratics. hsn.uk.net. Higher. Contents. Polynomials and Quadratics 52 HSN22100

( 3x. Chapter Review. Review Key Vocabulary. Review Examples and Exercises 6.1 Properties of Square Roots (pp )

ME 321: FLUID MECHANICS-I

Course Requirements. Course Mechanics. Projects & Exams. Homework. Week 1. Introduction. Fast Multipole Methods: Fundamentals & Applications

UNIT 4 HEAT TRANSFER BY CONVECTION

Functions of Several Variables

Linear Equation Theory - 2

STATICS. Statics of Particles VECTOR MECHANICS FOR ENGINEERS: Eighth Edition CHAPTER. Ferdinand P. Beer E. Russell Johnston, Jr.

Derivatives of Multivariable Functions

Limits 4: Continuity

Coordinate geometry. + bx + c. Vertical asymptote. Sketch graphs of hyperbolas (including asymptotic behaviour) from the general

Fitting Integrands to Basic Rules. x x 2 9 dx. Solution a. Use the Arctangent Rule and let u x and a dx arctan x 3 C. 2 du u.

y=1/4 x x=4y y=x 3 x=y 1/3 Example: 3.1 (1/2, 1/8) (1/2, 1/8) Find the area in the positive quadrant bounded by y = 1 x and y = x3

MAT 127: Calculus C, Fall 2010 Solutions to Midterm I

4.3 Momentum Balance Principles

MATH 2300 review problems for Exam 3 ANSWERS

National Quali cations AHEXEMPLAR PAPER ONLY

4Cubic. polynomials UNCORRECTED PAGE PROOFS

Conic Sections CHAPTER OUTLINE. The Circle Ellipses and Hyperbolas Second-Degree Inequalities and Nonlinear Systems FIGURE 1

18 Equilibrium equation of a laminated plate (a laminate)

Green s Theorem Jeremy Orloff

MATHEMATICS, NUMERICS, DERIVATIONS AND OPENFOAM

Rigid and Braced Frames

MOMENTUM PRINCIPLE. Review: Last time, we derived the Reynolds Transport Theorem: Chapter 6. where B is any extensive property (proportional to mass),

FACULTY OF MATHEMATICAL STUDIES MATHEMATICS FOR PART I ENGINEERING. Lectures AB = BA = I,

Fitting Integrands to Basic Rules

10. The dimensional formula for c) 6% d) 7%

UNIT 6 MODELING GEOMETRY Lesson 1: Deriving Equations Instruction

Lines, Conics, Tangents, Limits and the Derivative

= C. on q 1 to the left. Using Coulomb s law, on q 2 to the right, and the charge q 2 exerts a force F 2 on 1 ( )

UNCORRECTED SAMPLE PAGES. 3Quadratics. Chapter 3. Objectives

Increasing and Decreasing Functions and the First Derivative Test. Increasing and Decreasing Functions. Video

Mathematics. Mathematics 2. hsn.uk.net. Higher HSN22000

Vector Calculus. Vector Fields. Reading Trim Vector Fields. Assignment web page assignment #9. Chapter 14 will examine a vector field.

A Simple Turbulence Closure Model

Conservative fields and potential functions. (Sect. 16.3) The line integral of a vector field along a curve.

A Simple Turbulence Closure Model. Atmospheric Sciences 6150

4 Inverse function theorem

PROBLEM SET 6. E [w] = 1 2 D. is the smallest for w = u, where u is the solution of the Neumann problem. u = 0 in D u = h (x) on D,

CONSERVATION OF ENERGY FOR ACONTINUUM

Maths Department. A Level Induction Booklet

A-LEVEL MATHS Bridging Work 2017

Problem Set #1 Chapter 21 10, 22, 24, 43, 47, 63; Chapter 22 7, 10, 36. Chapter 21 Problems

STUDY KNOWHOW PROGRAM STUDY AND LEARNING CENTRE. Functions & Graphs

Transcription:

Conservation of Linear Momentum Once we have determined the continuit equation in di erential form we proceed to derive the momentum equation in di erential form. We start b writing the integral form of the momentum equation: t VdV ~ + ~ V ( ~ V ˆn)dA = ~ F As in previous derivation we will do our analsis for a 2D situation and then we will etend our results to 3D. Then, let s start b defining our di erential element with sides, and. The first term of the momentum equation: t ~ VdV Represents the amount of momentum accumulated within the control volume, and for a di erential element, as the one we are dealing with: t ~ VdV = t (~ V ) Now, we work on the second term: ~ V ( ~ V ˆn)dA 1

Which represents the momentum crossing the boundaries of the control volume, as discussed in the previous chapter this equation is a vector equation and therefore it has three components (one in each direction). Let s do the analsis of this second term using a 2D di erential element and then we etend our results to 3D. apple v ~ V + (v~ V ) u( ~ V ) apple u ~ V + (u~ V ) v( ~ V ) So in the direction we will have: : u( ~ V )+ # u V ~ + (u~ V ) ] Simplifing we get: : (u~ V ) Similarl in the and directions we will get: : (v~ V ) and : (w~ V ) 2

Thus, the second term on the LHS of the momentum equation as applied to our di erential control volume is: ~ V ( ~ V ˆn)dA = (u V ~ # ) + (v~ V ) + (~ V ) Therefore, the LHS of the momentum equation applied to a di erential element can be written as: # t (~ V )+ (u~ V ) + (v~ V ) + (~ V ) Let s anale the epression within the square brackets to obtain a simplified version of it. B epanding this epression we can write: V t ~ + V ~ t + V ~ (u) + u~ V + V ~ (v) + v V ~ + V ~ (w) + w V ~ Now, we rearrange this epression to obtain: ~V t + V ~ (u) + V ~ (v) + V ~ (w) + V ~ t + u~ V + v V ~ ++w V ~ Factoring out ~ V from the first four terms: ~V t + (u) + (v) + (w) + V ~ t + u~ V + v V ~ ++w V ~! As we found when deriving the continuit equation: t + (u) + (v) + (w) =0 Thus, the LHS of the momentum equation can be presented as: V ~ t + u~ V + v V ~ ++w V ~! 3

or: V ~! t +(~ V r) V ~ or also: D~ V Dt # Once we have determined the LHS of the momentum equation, we continue with the RHS: ~ F In this part of our analsis we need to consider all the forces acting in our di erential control volume. As we know, we have bod forces and the surface forces. The onl bod force that we take into consideration is the weight of the fluid inside the control volume ( W). W W = ~g Where ~g is a vector representing the acceleration of gravit. Now, we take into consideration the surface forces. We need to consider normal and shear stresses and the forces theses stresses eert on the surfaces of the control volume. Let s start b considering the forces produced b normal stresses. Again, we do our analsis for a 2D di erential element and then we etend the results to a 3D element. Then, the forces due to the normal stresses acting on the element are: : +( + : +( + ) = ) = 4

+ + Similarl, for the direction we have: : Therefore, the forces due to the normal stresses acting on 3D di erential element are: + + Net, we anale the forces created b the shear stresses acting on the boundaries of the control volume. We first sketch all forces due to shear stresses acting on the direction on our control volume. + + Thus, the summation of shear forces in the direction is: : + + + + + 5

Which can be written as: : + In a similar wa, the forces due to shear stresses in the other two directions are obtained to be: : + And: : + If we now write together all the forces acting on the element, i.e. bod, normal and shear forces, we obtain: apple F ~ = ~g + î + ˆ + ˆk + + î + + ˆ + + ˆk Now that we have all the terms of the momentum equation, we proceed to write them into: t VdV ~ + ~ V ( ~ V ˆn)dA = ~ F To obtain: V ~ t + u~ V + v V ~ + w V ~ +! + = ~g + + ˆ + + + + î + ˆk Eliminating since it is common to ever term we obtain: V ~ t + u~ V + v V ~ + w V ~ +! = (g î + g ˆ + g ˆk)+ + + ˆ + + + + ˆk + î 6

This is a vector equation and can be written in terms of its components as: u : t + uu + v u + w u = g + + + v : t + u v + v v + w v = g + + + w : t + uw + v w + w w = g + + + These are the momentum equations in di erential form. Later we will stud some particular cases of these equations. 7