4.6 Selective withdrawl of thermally stratified fluid

Size: px
Start display at page:

Download "4.6 Selective withdrawl of thermally stratified fluid"

Transcription

1 1 Lecture notes in Fluid Dynamics (1.63J/2.01J by Chiang C. Mei, MIT 4-6selw-therm.tex 4.6 Selective withdrawl of thermally stratified fluid [References]: R.C. Y. Koh, 1966 J. Fluid Mechanics, 24, pp Brooks, N. H., & Koh, R. C. Y., Selective withdrawal from density stratified reservoirs. J Hydraulics, ASCE, HY4, July Ivey, G. N. Monosmith, et. al. We now extend the analysis in the last section and consider the slow and steady flow of a thermally stratified fluid into a two- dimensional line sink. Thermal diffusion and convection now comes into play.

2 Governing equations We begin with the general law of mass conservation ρ + (ρ q = ρ + q ρ + ρ q = 0 (4.6.1 t t In environmental problems the range of temperature variation is within a few tens of degrees. The fluid density varies very little and obeys the following equation of state ρ = ρ o [1 β(t T o ] (4.6.2 where T denotes the temperature and β the coefficient of thermal expansion which is usually very small. Hence ( q ρ ρ ρ q = O 1 ρ and 1 ρ ρ t u ρ ρ 1 It follows that (4.6.1 is well approximated by q = 0 (4.6.3 which means that water is essentially incompressible. In two dimensions, we have Let Next, energy conservation requires that u x + w z = 0 (4.6.4 T t + q T = D 2 T (4.6.5 T = T + T (4.6.6 where T represents the static temperature when there is no motion, and T the motioninduced temperature variation. Therefore, T T o = ( T (z T o + T (x, z, t (4.6.7 and T t + q T + q T = D 2 T + D 2 T (4.6.8 The static temperature must satisfy 2 T = 0 (4.6.9

3 In a large lake with depth much smaller than the horizontal extent, the static temperature is essentially uniform horizontally. The Laplace equation reduces to D d2 T dt =0, implying dz2 dz The dynamic part is then gorvened by = constant ( T t + u T + w T z + w T z = D 2 T ( The exact equations for momentum balance are, in two dimensions, ρ ( w t + q w ρ ( u t + q u where p denotes the static part, which must satisfy = p + µ 2 u ( = p z p z gρ [ ] o 1 β(t + T T o + µ 2 w ( = p z gρ [ o 1 β(t To ] ( Taking the differenece of the two preceding equations, we find the equation for the dynamic part ρ ( w t + q w Approximation for slow and steady flow = p z + gρ oβt + µ 2 w ( For sufficiently slow flows, inertia terms can be ignored. Expecting that vertical motion is suppressed, we further assume that the vertical length scale δ is much smaller than the horizontal scale L, sothat / / z. The 2-D momentum equations can then be simplified to 0= p + u µ 2 ( z 2 0= p z + gβρ ot + µ 2 w z 2 ( Similarly we can linearize ( to get w d T dz = D 2 T ( z 2 Together (4.6.4, (4.6.18, ( and ( complete the lineaized governing equations. 3

4 4 Since Eliminating p from ( and (4.6.17, we get µ 2 z (u T 2 z w x =gβρ o ( w δ u = O 1, L w x u z = O ( 2 δ 1 L ( we can omit the second term on the left of ( In terms of the stream function defined by u = ψ z, w = ψ x ( ( becomes 4 ψ z 4 = gβρ o µ T ( Equation ( can be written as ψ x dt dz = D 2 T z 2 ( We now have just two equations for two unknowns ψ and T. The boundary conditions are or T u, w 0, as z ± ( ψ, ψ z T 0, as z ±. ( Let the volume rate of withdrawal be prescribed, we must then require the integal condition: udz = q, implying ψ(x, z = ψ(x, z = =q. ( Normalization Let ψ = qψ, T = T o T, x = Lx, z = δz ( Physically it is natural to choose the characteristic depth of thermal gradient as the global length scale L: ( L = β d T 1 ( dz

5 5 The scales T o and δ are yet to be specified. The dimensionless ( reads q δ 4 ( 4 ψ z 4 = gβρ ot o µl ( T, hence we choose so that q δ = gβρ ot o 4 µl ( ( 4 ( ψ T = ( z 4 Similarly, ( becomes T o δ 2 ( 2 T z 2 after normalization, suggesting the choice of + q d T DL dz ( ψ =0 T o δ = qdt/dz 2 DL ( so that ( 2 T + z 2 ( ψ =0 ( Eqs. ( and ( can be solved to give the scales δ = L1/3 α, where α = gβρ o d T dµd dz ( and The flux condition is normalized to T o = q ( δ 2 d T/dz DL ( ψ ( ψ ( = 1 (4.6.34

6 Similarity solution Let us try a one-parameter similarity transformation x = λ aˆx, z = λ b ẑ, ψ = λ c ˆψ, T = λ d ˆT ( The exponents a, b, c and d will be chosen so that the boundary value problem is formally the same as the original one To achieve invariance of (4.6.34, we set c = 0. In addition we set λ 4b = λ d a for (4.6.29, and λ d 2b = λ a for ( Hence, d a = 4b and a 2b = d implying b = d, a =3b = 3d. ( These relationships among the exponents suggest the following new similarity variables: ψ = f(ζ, T = h(ζ x 1/3 ( with ζ = z ( x 1/3 It is easily verified that these variables are invareiant under the similarity transformation. Carrying out the differentiations we get from ( ψ z = f x,ψ 1/3 zzzz = f x ( 4/3 T x = h 1 1 z x 1/3 3 x ( 4/3 1 1 = 3 ζh x + h 4/3 3 ( + h 1 x 4/ x 4/3 f = 1 3 (ζh + h ( Since T z = h 1 x, 2/3 ψ x = f z x 4/3 T zz = h 1 x = 1 3 f ζ 1 x ( 1 3

7 7 we get from ( or h 1 x f ζ 3 1 x =0 h ζ 3 f =0 ( The boundary conditions are transformed to f( f( = 1 ( and f,f,h 0 as ζ ± ( Mathematically, the similarity transformation has enabled us to reduce the boundary value problem involving partial differential equations to one with ordinary differential equations (4.6.39, (4.6.40, (4.6.41, and ( As long as x and z lie on the parabola z =constx 1/3, ψ and T x 1/3 are the same. From the transformation, we can also deduce that the boundary of the zone affected by the flow is a parabola, Along the centerline z = ζ = 0, the velocity varies as and the temperature varies as δ x 1/3 ( Umax ψ x x 1/3 ( Tmax x 1/3 ( The boundary value problem can now be solved by numerical means (such as Runge- Kutta. Numerical results by Koh (1966, Fig. 4 are shown in Figure ( In Koh (1966, stratification in fluid density is associated with the variation of concentration of a diffusive substance instead of temperature. The fluid density is governed by a diffusion equation formally the same as that for temperature here. To use his numerical results, f 0,h 0 in his plots are replaced by our f, h shown here. Extensive discussion on experimental confirmation as well as the three dimensional theory for a point sink can be found in Koh.

8 8

Heat and Mass Transfer

Heat and Mass Transfer 1 Comments on six papers published by S.P. Anjali Devi and R. Kandasamy in Heat and Mass Transfer, ZAMM, Mechanics Research Communications, International Communications in Heat and Mass Transfer, Communications

More information

3.5 Vorticity Equation

3.5 Vorticity Equation .0 - Marine Hydrodynamics, Spring 005 Lecture 9.0 - Marine Hydrodynamics Lecture 9 Lecture 9 is structured as follows: In paragraph 3.5 we return to the full Navier-Stokes equations (unsteady, viscous

More information

Vorticity Equation Marine Hydrodynamics Lecture 9. Return to viscous incompressible flow. N-S equation: v. Now: v = v + = 0 incompressible

Vorticity Equation Marine Hydrodynamics Lecture 9. Return to viscous incompressible flow. N-S equation: v. Now: v = v + = 0 incompressible 13.01 Marine Hydrodynamics, Fall 004 Lecture 9 Copyright c 004 MIT - Department of Ocean Engineering, All rights reserved. Vorticity Equation 13.01 - Marine Hydrodynamics Lecture 9 Return to viscous incompressible

More information

10. Buoyancy-driven flow

10. Buoyancy-driven flow 10. Buoyancy-driven flow For such flows to occur, need: Gravity field Variation of density (note: not the same as variable density!) Simplest case: Viscous flow, incompressible fluid, density-variation

More information

2.6 Oseen s improvement for slow flow past a cylinder

2.6 Oseen s improvement for slow flow past a cylinder Lecture Notes on Fluid Dynamics.63J/.J) by Chiang C. Mei, MIT -6oseen.tex [ef] Lamb : Hydrodynamics.6 Oseen s improvement for slow flow past a cylinder.6. Oseen s criticism of Stokes approximation Is Stokes

More information

1.061 / 1.61 Transport Processes in the Environment

1.061 / 1.61 Transport Processes in the Environment MIT OpenCourseWare http://ocw.mit.edu 1.061 / 1.61 Transport Processes in the Environment Fall 2008 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms. Solution

More information

Candidates must show on each answer book the type of calculator used. Log Tables, Statistical Tables and Graph Paper are available on request.

Candidates must show on each answer book the type of calculator used. Log Tables, Statistical Tables and Graph Paper are available on request. UNIVERSITY OF EAST ANGLIA School of Mathematics Spring Semester Examination 2004 FLUID DYNAMICS Time allowed: 3 hours Attempt Question 1 and FOUR other questions. Candidates must show on each answer book

More information

( ) = 1005 J kg 1 K 1 ;

( ) = 1005 J kg 1 K 1 ; Problem Set 3 1. A parcel of water is added to the ocean surface that is denser (heavier) than any of the waters in the ocean. Suppose the parcel sinks to the ocean bottom; estimate the change in temperature

More information

4.6 Dispersion of supension in a steady shear flow

4.6 Dispersion of supension in a steady shear flow Lecture notes in Fluid Dynamics.63J/.J by Chiang C. Mei, MIT 4-6disper-st.tex. [Refs]:. Fischer, List, Koh. Imberger and Brooks : Mixing in Inland and Coastal Waters.. Brenner & Edwards : Macrotransport

More information

Horizontal buoyancy-driven flow along a differentially cooled underlying surface

Horizontal buoyancy-driven flow along a differentially cooled underlying surface Horizontal buoyancy-driven flow along a differentially cooled underlying surface By Alan Shapiro and Evgeni Fedorovich School of Meteorology, University of Oklahoma, Norman, OK, USA 6th Baltic Heat Transfer

More information

UNIVERSITY OF EAST ANGLIA

UNIVERSITY OF EAST ANGLIA UNIVERSITY OF EAST ANGLIA School of Mathematics May/June UG Examination 2007 2008 FLUIDS DYNAMICS WITH ADVANCED TOPICS Time allowed: 3 hours Attempt question ONE and FOUR other questions. Candidates must

More information

6.6 Rayleigh-Darcy (or Horton-Rogers-Lapwood) instability

6.6 Rayleigh-Darcy (or Horton-Rogers-Lapwood) instability 1 Lecture Notes on Fluid Dynamics (1.63J/.1J) by Chiang C. Mei, 6.6 Rayleigh-Darcy (or Horton-Rogers-Lapwood) instability in a porous layer 6-6-Lapwood.tex May 11, 3 Nield & Bejan, Chapter 6 Convection

More information

AA210A Fundamentals of Compressible Flow. Chapter 1 - Introduction to fluid flow

AA210A Fundamentals of Compressible Flow. Chapter 1 - Introduction to fluid flow AA210A Fundamentals of Compressible Flow Chapter 1 - Introduction to fluid flow 1 1.2 Conservation of mass Mass flux in the x-direction [ ρu ] = M L 3 L T = M L 2 T Momentum per unit volume Mass per unit

More information

Basic Fluid Mechanics

Basic Fluid Mechanics Basic Fluid Mechanics Chapter 3B: Conservation of Mass C3B: Conservation of Mass 1 3.2 Governing Equations There are two basic types of governing equations that we will encounter in this course Differential

More information

2.5 Stokes flow past a sphere

2.5 Stokes flow past a sphere Lecture Notes on Fluid Dynamics.63J/.J) by Chiang C. Mei, MIT 007 Spring -5Stokes.tex.5 Stokes flow past a sphere Refs] Lamb: Hydrodynamics Acheson : Elementary Fluid Dynamics, p. 3 ff One of the fundamental

More information

INFLUENCE OF VARIABLE PERMEABILITY ON FREE CONVECTION OVER VERTICAL FLAT PLATE EMBEDDED IN A POROUS MEDIUM

INFLUENCE OF VARIABLE PERMEABILITY ON FREE CONVECTION OVER VERTICAL FLAT PLATE EMBEDDED IN A POROUS MEDIUM INFLUENCE OF VARIABLE PERMEABILITY ON FREE CONVECTION OVER VERTICAL FLAT PLATE EMBEDDED IN A POROUS MEDIUM S. M. M. EL-Kabeir and A. M. Rashad Department of Mathematics, South Valley University, Faculty

More information

Ramasamy Kandasamy Department of Mathematics, Institute of Road and Transport Technology Erode , India kandan

Ramasamy Kandasamy Department of Mathematics, Institute of Road and Transport Technology Erode , India kandan Journal of Computational and Applied Mechanics, Vol. 6., No. 1., (2005), pp. 27 37 NONLINEAR HYDROMAGNETIC FLOW, HEAT AND MASS TRANSFER OVER AN ACCELERATING VERTICAL SURFACE WITH INTERNAL HEAT GENERATION

More information

The equation we worked with for waves and geostrophic adjustment of a 1-layer fluid is η tt

The equation we worked with for waves and geostrophic adjustment of a 1-layer fluid is η tt GEOPHYSICAL FLUID DYNAMICS-I OC512/AS509 2015 P.Rhines LECTUREs 11-12 week 6 9-14 Geostrophic adjustment and overturning circulations with continuous stratification. The equation we worked with for waves

More information

Viscosity and Fluid Suction/Injection Effects on Free Convection Flow from a Vertical Plate in a Porous Medium Saturated with a Pseudoplastic Fluid

Viscosity and Fluid Suction/Injection Effects on Free Convection Flow from a Vertical Plate in a Porous Medium Saturated with a Pseudoplastic Fluid ISSN 749-3889 (print), 749-3897 (online) International Journal of Nonlinear Science Vol.8(4) No.,pp.7-38 Viscosity and Fluid Suction/Injection Effects on Free Convection Flow from a Vertical Plate in a

More information

Chapter 1. Governing Equations of GFD. 1.1 Mass continuity

Chapter 1. Governing Equations of GFD. 1.1 Mass continuity Chapter 1 Governing Equations of GFD The fluid dynamical governing equations consist of an equation for mass continuity, one for the momentum budget, and one or more additional equations to account for

More information

CONVECTIVE HEAT TRANSFER

CONVECTIVE HEAT TRANSFER CONVECTIVE HEAT TRANSFER Mohammad Goharkhah Department of Mechanical Engineering, Sahand Unversity of Technology, Tabriz, Iran CHAPTER 4 HEAT TRANSFER IN CHANNEL FLOW BASIC CONCEPTS BASIC CONCEPTS Laminar

More information

6 Two-layer shallow water theory.

6 Two-layer shallow water theory. 6 Two-layer shallow water theory. Wewillnowgoontolookatashallowwatersystemthathastwolayersofdifferent density. This is the next level of complexity and a simple starting point for understanding the behaviour

More information

Reynolds Averaging. We separate the dynamical fields into slowly varying mean fields and rapidly varying turbulent components.

Reynolds Averaging. We separate the dynamical fields into slowly varying mean fields and rapidly varying turbulent components. Reynolds Averaging Reynolds Averaging We separate the dynamical fields into sloly varying mean fields and rapidly varying turbulent components. Reynolds Averaging We separate the dynamical fields into

More information

FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER

FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER ANKARA UNIVERSITY FACULTY OF AGRICULTURE DEPARTMENT OF AGRICULTURAL MACHINERY AND TECHNOLOGIES ENGINEERING 1 5. FLOW IN PIPES 5.1.3. Pressure and Shear Stress

More information

PAPER 331 HYDRODYNAMIC STABILITY

PAPER 331 HYDRODYNAMIC STABILITY MATHEMATICAL TRIPOS Part III Thursday, 6 May, 016 1:30 pm to 4:30 pm PAPER 331 HYDRODYNAMIC STABILITY Attempt no more than THREE questions. There are FOUR questions in total. The questions carry equal

More information

4.7 Dispersion in an oscillatory shear flow

4.7 Dispersion in an oscillatory shear flow Lecture notes in Fluid ynamics.63j/.0j) by Chiang C. Mei, MIT, Spring, 007 4-6dispersion.tex March, 007 [Refs]:. Aris:. Fung, Y. C. Biomechanics 4.7 ispersion in an oscillatory shear flow Relevant to the

More information

Module 1: Introduction to Finite Difference Method and Fundamentals of CFD Lecture 1: Finite Difference Method

Module 1: Introduction to Finite Difference Method and Fundamentals of CFD Lecture 1: Finite Difference Method file:///d:/chitra/nptel_phase2/mechanical/cfd/lecture1/1_1.htm 1 of 1 6/19/2012 4:29 PM The Lecture deals with: Classification of Partial Differential Equations Boundary and Initial Conditions Finite Differences

More information

6.2 Governing Equations for Natural Convection

6.2 Governing Equations for Natural Convection 6. Governing Equations for Natural Convection 6..1 Generalized Governing Equations The governing equations for natural convection are special cases of the generalized governing equations that were discussed

More information

GFD 2012 Lecture 1: Dynamics of Coherent Structures and their Impact on Transport and Predictability

GFD 2012 Lecture 1: Dynamics of Coherent Structures and their Impact on Transport and Predictability GFD 2012 Lecture 1: Dynamics of Coherent Structures and their Impact on Transport and Predictability Jeffrey B. Weiss; notes by Duncan Hewitt and Pedram Hassanzadeh June 18, 2012 1 Introduction 1.1 What

More information

Figure 1. adiabatically. The change in pressure experienced by the parcel is. dp = -ρ o gξ

Figure 1. adiabatically. The change in pressure experienced by the parcel is. dp = -ρ o gξ 6. Internal waves Consider a continuously stratified fluid with ρ o (z) the vertical density profile. z p' ξ p ρ ρ ο (z) Figure 1. Figure by MIT OpenCourseWare. At a point P raise a parcel of water by

More information

Complex functions in the theory of 2D flow

Complex functions in the theory of 2D flow Complex functions in the theory of D flow Martin Scholtz Institute of Theoretical Physics Charles University in Prague scholtz@utf.mff.cuni.cz Faculty of Transportation Sciences Czech Technical University

More information

V (r,t) = i ˆ u( x, y,z,t) + ˆ j v( x, y,z,t) + k ˆ w( x, y, z,t)

V (r,t) = i ˆ u( x, y,z,t) + ˆ j v( x, y,z,t) + k ˆ w( x, y, z,t) IV. DIFFERENTIAL RELATIONS FOR A FLUID PARTICLE This chapter presents the development and application of the basic differential equations of fluid motion. Simplifications in the general equations and common

More information

Lecture 9 Laminar Diffusion Flame Configurations

Lecture 9 Laminar Diffusion Flame Configurations Lecture 9 Laminar Diffusion Flame Configurations 9.-1 Different Flame Geometries and Single Droplet Burning Solutions for the velocities and the mixture fraction fields for some typical laminar flame configurations.

More information

i.e. the conservation of mass, the conservation of linear momentum, the conservation of energy.

i.e. the conservation of mass, the conservation of linear momentum, the conservation of energy. 04/04/2017 LECTURE 33 Geometric Interpretation of Stream Function: In the last class, you came to know about the different types of boundary conditions that needs to be applied to solve the governing equations

More information

Dynamic Meteorology: lecture 2

Dynamic Meteorology: lecture 2 Dynamic Meteorology: lecture 2 Sections 1.3-1.5 and Box 1.5 Potential temperature Radiatively determined temperature (boxes 1.1-1.4) Buoyancy (-oscillations) and static instability, Brunt-Vaisala frequency

More information

Chapter 7: Natural Convection

Chapter 7: Natural Convection 7-1 Introduction 7- The Grashof Number 7-3 Natural Convection over Surfaces 7-4 Natural Convection Inside Enclosures 7-5 Similarity Solution 7-6 Integral Method 7-7 Combined Natural and Forced Convection

More information

INSTRUCTOR: PM DR MAZLAN ABDUL WAHID

INSTRUCTOR: PM DR MAZLAN ABDUL WAHID SMJ 4463: HEAT TRANSFER INSTRUCTOR: PM ABDUL WAHID http://www.fkm.utm.my/~mazlan TEXT: Introduction to Heat Transfer by Incropera, DeWitt, Bergman, Lavine 5 th Edition, John Wiley and Sons Chapter 9 Natural

More information

CHAPTER-III GENERAL GROUP THEORETIC TRANSFORMATIONS FROM BOUNDARY VALUE TO INITIAL VALUE PROBLEMS

CHAPTER-III GENERAL GROUP THEORETIC TRANSFORMATIONS FROM BOUNDARY VALUE TO INITIAL VALUE PROBLEMS CHAPTER-III GENERAL GROUP THEORETIC TRANSFORMATIONS FROM BOUNDARY VALUE TO INITIAL VALUE PROBLEMS 3.1 Introduction: The present chapter treats one of the most important applications of the concept of continuous

More information

Chapter 4. Gravity Waves in Shear. 4.1 Non-rotating shear flow

Chapter 4. Gravity Waves in Shear. 4.1 Non-rotating shear flow Chapter 4 Gravity Waves in Shear 4.1 Non-rotating shear flow We now study the special case of gravity waves in a non-rotating, sheared environment. Rotation introduces additional complexities in the already

More information

Galerkin Finite Element Model for Heat Transfer

Galerkin Finite Element Model for Heat Transfer Galerkin Finite Element Model for Heat Transfer Introductory Course on Multiphysics Modelling TOMASZ G. ZIELIŃSKI bluebox.ippt.pan.pl/ tzielins/ Table of Contents 1 Notation remarks 1 2 Local differential

More information

Principles of Convection

Principles of Convection Principles of Convection Point Conduction & convection are similar both require the presence of a material medium. But convection requires the presence of fluid motion. Heat transfer through the: Solid

More information

Introduction to Heat and Mass Transfer. Week 10

Introduction to Heat and Mass Transfer. Week 10 Introduction to Heat and Mass Transfer Week 10 Concentration Boundary Layer No concentration jump condition requires species adjacent to surface to have same concentration as at the surface Owing to concentration

More information

LECTURE NOTES - III. Prof. Dr. Atıl BULU

LECTURE NOTES - III. Prof. Dr. Atıl BULU LECTURE NOTES - III «FLUID MECHANICS» Istanbul Technical University College of Civil Engineering Civil Engineering Department Hydraulics Division CHAPTER KINEMATICS OF FLUIDS.. FLUID IN MOTION Fluid motion

More information

Boundary Layers: Stratified Fluids

Boundary Layers: Stratified Fluids Boundary Layers: Stratified Fluids Lecture 3 by Jeroen Hazewinkel continued from lecture 2 Using w I = /(2σS) 2 T I, the interior of the cylinder is be described by 2σS 2 T I + 1/2 4 2 This result can

More information

Objectives. Conservation of mass principle: Mass Equation The Bernoulli equation Conservation of energy principle: Energy equation

Objectives. Conservation of mass principle: Mass Equation The Bernoulli equation Conservation of energy principle: Energy equation Objectives Conservation of mass principle: Mass Equation The Bernoulli equation Conservation of energy principle: Energy equation Conservation of Mass Conservation of Mass Mass, like energy, is a conserved

More information

Effective Depth of Ekman Layer.

Effective Depth of Ekman Layer. 5.5: Ekman Pumping Effective Depth of Ekman Layer. 2 Effective Depth of Ekman Layer. Defining γ = f/2k, we derived the solution u = u g (1 e γz cos γz) v = u g e γz sin γz corresponding to the Ekman spiral.

More information

Basic Fluid Mechanics

Basic Fluid Mechanics Basic Fluid Mechanics Chapter 6A: Internal Incompressible Viscous Flow 4/16/2018 C6A: Internal Incompressible Viscous Flow 1 6.1 Introduction For the present chapter we will limit our study to incompressible

More information

Divergence Theorem and Its Application in Characterizing

Divergence Theorem and Its Application in Characterizing Divergence Theorem and Its Application in Characterizing Fluid Flow Let v be the velocity of flow of a fluid element and ρ(x, y, z, t) be the mass density of fluid at a point (x, y, z) at time t. Thus,

More information

Introduction to Environment System Modeling

Introduction to Environment System Modeling Introduction to Environment System Modeling (3 rd week:modeling with differential equation) Department of Environment Systems, Graduate School of Frontier Sciences, the University of Tokyo Masaatsu AICHI

More information

Free Convective Heat Transfer From A Vertical Surface For The Case Of Linearly Varying Thermal Potential

Free Convective Heat Transfer From A Vertical Surface For The Case Of Linearly Varying Thermal Potential American Journal of Engineering Research (AJER) e-issn : 232-847 p-issn : 232-936 Volume-2, Issue-9, pp-71-75 www.ajer.org Research Paper Open Access Free Convective Heat Transfer From A Vertical Surface

More information

V. Electrostatics Lecture 24: Diffuse Charge in Electrolytes

V. Electrostatics Lecture 24: Diffuse Charge in Electrolytes V. Electrostatics Lecture 24: Diffuse Charge in Electrolytes MIT Student 1. Poisson-Nernst-Planck Equations The Nernst-Planck Equation is a conservation of mass equation that describes the influence of

More information

Free convection modeling over a vertical flat plate embedded in saturated porous medium with a variable heat source and radiation flux

Free convection modeling over a vertical flat plate embedded in saturated porous medium with a variable heat source and radiation flux ISSN 1 746-7233, England, UK World Journal of Modelling and Simulation Vol. 9 (2013) No. 3, pp. 163-172 Free convection modeling over a vertical flat plate embedded in saturated porous medium with a variable

More information

!y + v!d.!y = 0. (1.2.4)

!y + v!d.!y = 0. (1.2.4) L. Pratt J. Whitehead 5/23/06 1.2 The shallow water equations one-dimensional wave propagation. Traditional discussions of hydraulic effects such as those found in engineering text books are often based

More information

Lecture 9: Tidal Rectification, Stratification and Mixing

Lecture 9: Tidal Rectification, Stratification and Mixing Lecture 9: Tidal Rectification, Stratification and Mixing Chris Garrett 1 Additional Notes on Tidal Rectification This lecture continues the discussion of long-wavelength tidal flow over comparatively

More information

7 The Navier-Stokes Equations

7 The Navier-Stokes Equations 18.354/12.27 Spring 214 7 The Navier-Stokes Equations In the previous section, we have seen how one can deduce the general structure of hydrodynamic equations from purely macroscopic considerations and

More information

Internal boundary layers in the ocean circulation

Internal boundary layers in the ocean circulation Internal boundary layers in the ocean circulation Lecture 9 by Andrew Wells We have so far considered boundary layers adjacent to physical boundaries. However, it is also possible to find boundary layers

More information

GEFD SUMMER SCHOOL Some basic equations and boundary conditions (This is mostly a summary of standard items from fluids textbooks.

GEFD SUMMER SCHOOL Some basic equations and boundary conditions (This is mostly a summary of standard items from fluids textbooks. GEFD SUMMER SCHOOL Some basic equations and boundary conditions (This is mostly a summary of standard items from fluids textbooks.) The Eulerian description is used; so the material derivative D/Dt = /

More information

F1.9AB2 1. r 2 θ2 + sin 2 α. and. p θ = mr 2 θ. p2 θ. (d) In light of the information in part (c) above, we can express the Hamiltonian in the form

F1.9AB2 1. r 2 θ2 + sin 2 α. and. p θ = mr 2 θ. p2 θ. (d) In light of the information in part (c) above, we can express the Hamiltonian in the form F1.9AB2 1 Question 1 (20 Marks) A cone of semi-angle α has its axis vertical and vertex downwards, as in Figure 1 (overleaf). A point mass m slides without friction on the inside of the cone under the

More information

7. Basics of Turbulent Flow Figure 1.

7. Basics of Turbulent Flow Figure 1. 1 7. Basics of Turbulent Flow Whether a flow is laminar or turbulent depends of the relative importance of fluid friction (viscosity) and flow inertia. The ratio of inertial to viscous forces is the Reynolds

More information

BERNOULLI EQUATION. The motion of a fluid is usually extremely complex.

BERNOULLI EQUATION. The motion of a fluid is usually extremely complex. BERNOULLI EQUATION The motion of a fluid is usually extremely complex. The study of a fluid at rest, or in relative equilibrium, was simplified by the absence of shear stress, but when a fluid flows over

More information

CEE 3310 Control Volume Analysis, Oct. 7, D Steady State Head Form of the Energy Equation P. P 2g + z h f + h p h s.

CEE 3310 Control Volume Analysis, Oct. 7, D Steady State Head Form of the Energy Equation P. P 2g + z h f + h p h s. CEE 3310 Control Volume Analysis, Oct. 7, 2015 81 3.21 Review 1-D Steady State Head Form of the Energy Equation ( ) ( ) 2g + z = 2g + z h f + h p h s out where h f is the friction head loss (which combines

More information

First Order Differential Equations Lecture 3

First Order Differential Equations Lecture 3 First Order Differential Equations Lecture 3 Dibyajyoti Deb 3.1. Outline of Lecture Differences Between Linear and Nonlinear Equations Exact Equations and Integrating Factors 3.. Differences between Linear

More information

Chapter 3 Bernoulli Equation

Chapter 3 Bernoulli Equation 1 Bernoulli Equation 3.1 Flow Patterns: Streamlines, Pathlines, Streaklines 1) A streamline, is a line that is everywhere tangent to the velocity vector at a given instant. Examples of streamlines around

More information

Chapter 6: Similarity solutions of partial differential equations. Similarity and Transport Phenomena in Fluid Dynamics Christophe Ancey

Chapter 6: Similarity solutions of partial differential equations. Similarity and Transport Phenomena in Fluid Dynamics Christophe Ancey Chapter 6: Similarity solutions of partial differential equations Similarity and Transport Phenomena in Fluid Dynamics Christophe Ancey Chapter 6: Similarity solutions of partial differential equations

More information

Differential equations of mass transfer

Differential equations of mass transfer Differential equations of mass transfer Definition: The differential equations of mass transfer are general equations describing mass transfer in all directions and at all conditions. How is the differential

More information

ENTROPY GENERATION IN HEAT AND MASS TRANSFER IN POROUS CAVITY SUBJECTED TO A MAGNETIC FIELD

ENTROPY GENERATION IN HEAT AND MASS TRANSFER IN POROUS CAVITY SUBJECTED TO A MAGNETIC FIELD HEFAT 9 th International Conference on Heat Transfer, Fluid Mechanics and Thermodynamics 6 8 July Malta ENTROPY GENERATION IN HEAT AND MASS TRANSFER IN POROUS CAVITY SUBJECTED TO A MAGNETIC FIELD Nawaf

More information

2, where dp is the constant, R is the radius of

2, where dp is the constant, R is the radius of Dynamics of Viscous Flows (Lectures 8 to ) Q. Choose the correct answer (i) The average velocity of a one-dimensional incompressible fully developed viscous flow between two fixed parallel plates is m/s.

More information

The purpose of this lecture is to present a few applications of conformal mappings in problems which arise in physics and engineering.

The purpose of this lecture is to present a few applications of conformal mappings in problems which arise in physics and engineering. Lecture 16 Applications of Conformal Mapping MATH-GA 451.001 Complex Variables The purpose of this lecture is to present a few applications of conformal mappings in problems which arise in physics and

More information

1 The Richardson Number 1 1a Flux Richardson Number b Gradient Richardson Number c Bulk Richardson Number The Obukhov Length 3

1 The Richardson Number 1 1a Flux Richardson Number b Gradient Richardson Number c Bulk Richardson Number The Obukhov Length 3 Contents 1 The Richardson Number 1 1a Flux Richardson Number...................... 1 1b Gradient Richardson Number.................... 2 1c Bulk Richardson Number...................... 3 2 The Obukhov

More information

Boundary Layers. Lecture 2 by Basile Gallet. 2i(1+i) The solution to this equation with the boundary conditions A(0) = U and B(0) = 0 is

Boundary Layers. Lecture 2 by Basile Gallet. 2i(1+i) The solution to this equation with the boundary conditions A(0) = U and B(0) = 0 is Boundary Layers Lecture 2 by Basile Gallet continued from lecture 1 This leads to a differential equation in Z Z (A ib) + (A ib)[ C + Uy Uy 2i(1+i) ] = 0 with C = 2. The solution to this equation with

More information

The effect of a background shear current on large amplitude internal solitary waves

The effect of a background shear current on large amplitude internal solitary waves The effect of a background shear current on large amplitude internal solitary waves Wooyoung Choi Dept. of Mathematical Sciences New Jersey Institute of Technology CAMS Report 0506-4, Fall 005/Spring 006

More information

UNIVERSITY of LIMERICK

UNIVERSITY of LIMERICK UNIVERSITY of LIMERICK OLLSCOIL LUIMNIGH Faculty of Science and Engineering END OF SEMESTER ASSESSMENT PAPER MODULE CODE: MA4607 SEMESTER: Autumn 2012-13 MODULE TITLE: Introduction to Fluids DURATION OF

More information

Turbulence is a ubiquitous phenomenon in environmental fluid mechanics that dramatically affects flow structure and mixing.

Turbulence is a ubiquitous phenomenon in environmental fluid mechanics that dramatically affects flow structure and mixing. Turbulence is a ubiquitous phenomenon in environmental fluid mechanics that dramatically affects flow structure and mixing. Thus, it is very important to form both a conceptual understanding and a quantitative

More information

Project 3 Convection and Atmospheric Thermodynamics

Project 3 Convection and Atmospheric Thermodynamics 12.818 Project 3 Convection and Atmospheric Thermodynamics Lodovica Illari 1 Background The Earth is bathed in radiation from the Sun whose intensity peaks in the visible. In order to maintain energy balance

More information

Convection Induced by Cooling at One Side Wall in Two-Dimensional Non-Rotating Fluid Applicability to the Deep Pacific Circulation

Convection Induced by Cooling at One Side Wall in Two-Dimensional Non-Rotating Fluid Applicability to the Deep Pacific Circulation Journal of Oceanography Vol. 52, pp. 617 to 632. 1996 Convection Induced by Cooling at One Side Wall in Two-Dimensional Non-Rotating Fluid Applicability to the Deep Pacific Circulation ICHIRO ISHIKAWA

More information

Transactions on Engineering Sciences vol 18, 1998 WIT Press, ISSN

Transactions on Engineering Sciences vol 18, 1998 WIT Press,   ISSN Simulation of natural convection in a reservoir P. Jelmek*, V. Havlik\ R. Cerny\ P. Pfikryl" * Czech Technical University, Faculty of Civil Engineering, Department of Physics, Thdkurova 7, 166 29 Prague

More information

V/ t = 0 p/ t = 0 ρ/ t = 0. V/ s = 0 p/ s = 0 ρ/ s = 0

V/ t = 0 p/ t = 0 ρ/ t = 0. V/ s = 0 p/ s = 0 ρ/ s = 0 UNIT III FLOW THROUGH PIPES 1. List the types of fluid flow. Steady and unsteady flow Uniform and non-uniform flow Laminar and Turbulent flow Compressible and incompressible flow Rotational and ir-rotational

More information

Internal Forced Convection. Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display.

Internal Forced Convection. Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Internal Forced Convection Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Introduction Pipe circular cross section. Duct noncircular cross section. Tubes small-diameter

More information

Thermal diffusion effect on MHD free convection flow of stratified viscous fluid with heat and mass transfer

Thermal diffusion effect on MHD free convection flow of stratified viscous fluid with heat and mass transfer Available online at www.pelagiaresearchlibrary.com Advances in Applied Science Research, 03, 4():-9 ISSN: 0976-860 CODEN (USA): AASRFC Thermal diffusion effect on MHD free convection flow of stratified

More information

0 Magnetically Confined Plasma

0 Magnetically Confined Plasma 0 Magnetically Confined Plasma 0.1 Particle Motion in Prescribed Fields The equation of motion for species s (= e, i) is written as d v ( s m s dt = q s E + vs B). The motion in a constant magnetic field

More information

A First Course on Kinetics and Reaction Engineering Unit D and 3-D Tubular Reactor Models

A First Course on Kinetics and Reaction Engineering Unit D and 3-D Tubular Reactor Models Unit 34. 2-D and 3-D Tubular Reactor Models Overview Unit 34 describes two- and three-dimensional models for tubular reactors. One limitation of the ideal PFR model is that the temperature and composition

More information

13.42 LECTURE 13: FLUID FORCES ON BODIES. Using a two dimensional cylinder within a two-dimensional flow we can demonstrate some of the principles

13.42 LECTURE 13: FLUID FORCES ON BODIES. Using a two dimensional cylinder within a two-dimensional flow we can demonstrate some of the principles 13.42 LECTURE 13: FLUID FORCES ON BODIES SPRING 2003 c A. H. TECHET & M.S. TRIANTAFYLLOU 1. Morrison s Equation Using a two dimensional cylinder within a two-dimensional flow we can demonstrate some of

More information

Physics 106a, Caltech 13 November, Lecture 13: Action, Hamilton-Jacobi Theory. Action-Angle Variables

Physics 106a, Caltech 13 November, Lecture 13: Action, Hamilton-Jacobi Theory. Action-Angle Variables Physics 06a, Caltech 3 November, 08 Lecture 3: Action, Hamilton-Jacobi Theory Starred sections are advanced topics for interest and future reference. The unstarred material will not be tested on the final

More information

Department of Mathematics, The University of Burdwan, Burdwan , West Bengal, India

Department of Mathematics, The University of Burdwan, Burdwan , West Bengal, India Journal of Bangladesh Academy of Sciences, Vol. 35, No. 1, 43-50, 011 APPLICATION OF SCALING GROUP OF TRANSFORMATIONS TO STEADY BOUNDARY LAYER FLOW OF NEWTONIAN FLUID OVER A STRETCHING SHEET IN PRESENCE

More information

Diffusion: Molecular and Turbulent. K = the molecular diffusion coefficient, and = (1.98 x 10-5 cm 2 /sec) for oxygen dissolved in water,

Diffusion: Molecular and Turbulent. K = the molecular diffusion coefficient, and = (1.98 x 10-5 cm 2 /sec) for oxygen dissolved in water, Limnology 2009 Kalff Chapter 12 Diffusion: Molecular and Turbulent A. Molecular diffusion Because of the thermal motion, molecules of water and molecules of substances dissolved in water move about randomly.

More information

Fundamental Concepts of Convection : Flow and Thermal Considerations. Chapter Six and Appendix D Sections 6.1 through 6.8 and D.1 through D.

Fundamental Concepts of Convection : Flow and Thermal Considerations. Chapter Six and Appendix D Sections 6.1 through 6.8 and D.1 through D. Fundamental Concepts of Convection : Flow and Thermal Considerations Chapter Six and Appendix D Sections 6.1 through 6.8 and D.1 through D.3 6.1 Boundary Layers: Physical Features Velocity Boundary Layer

More information

Study of an Expanding, Spherical Gas Bubble in a Liquid under Gravity when the Centre Moves in a Vertical Plane

Study of an Expanding, Spherical Gas Bubble in a Liquid under Gravity when the Centre Moves in a Vertical Plane Int. J. Contemp. Math. Sciences, Vol. 5, 2010, no. 22, 1065-1075 Study of an Expanding, Spherical Gas Bubble in a Liquid under Gravity when the Centre Moves in a Vertical Plane G. S. Tuteja 1, Dinesh Khattar

More information

Chapter 3. Stability theory for zonal flows :formulation

Chapter 3. Stability theory for zonal flows :formulation Chapter 3. Stability theory for zonal flows :formulation 3.1 Introduction Although flows in the atmosphere and ocean are never strictly zonal major currents are nearly so and the simplifications springing

More information

Shear instabilities. Chapter Energetics of shear instabilities

Shear instabilities. Chapter Energetics of shear instabilities Chapter 7 Shear instabilities In this final Chapter, we continue our study of the stability of fluid flows by looking at another very common source of instability, shear. By definition, shear occurs whenever

More information

BALANCED FLOW: EXAMPLES (PHH lecture 3) Potential Vorticity in the real atmosphere. Potential temperature θ. Rossby Ertel potential vorticity

BALANCED FLOW: EXAMPLES (PHH lecture 3) Potential Vorticity in the real atmosphere. Potential temperature θ. Rossby Ertel potential vorticity BALANCED FLOW: EXAMPLES (PHH lecture 3) Potential Vorticity in the real atmosphere Need to introduce a new measure of the buoyancy Potential temperature θ In a compressible fluid, the relevant measure

More information

5.2 Surface Tension Capillary Pressure: The Young-Laplace Equation. Figure 5.1 Origin of surface tension at liquid-vapor interface.

5.2 Surface Tension Capillary Pressure: The Young-Laplace Equation. Figure 5.1 Origin of surface tension at liquid-vapor interface. 5.2.1 Capillary Pressure: The Young-Laplace Equation Vapor Fo Fs Fs Fi Figure 5.1 Origin of surface tension at liquid-vapor interface. Liquid 1 5.2.1 Capillary Pressure: The Young-Laplace Equation Figure

More information

The Bernoulli Equation

The Bernoulli Equation The Bernoulli Equation The most used and the most abused equation in fluid mechanics. Newton s Second Law: F = ma In general, most real flows are 3-D, unsteady (x, y, z, t; r,θ, z, t; etc) Let consider

More information

NUMERICAL SOLUTION OF MHD FLOW OVER A MOVING VERTICAL POROUS PLATE WITH HEAT AND MASS TRANSFER

NUMERICAL SOLUTION OF MHD FLOW OVER A MOVING VERTICAL POROUS PLATE WITH HEAT AND MASS TRANSFER Int. J. Chem. Sci.: 1(4), 14, 1487-1499 ISSN 97-768X www.sadgurupublications.com NUMERICAL SOLUTION OF MHD FLOW OVER A MOVING VERTICAL POROUS PLATE WITH HEAT AND MASS TRANSFER R. LAKSHMI a, K. JAYARAMI

More information

The Effect Of MHD On Laminar Mixed Convection Of Newtonian Fluid Between Vertical Parallel Plates Channel

The Effect Of MHD On Laminar Mixed Convection Of Newtonian Fluid Between Vertical Parallel Plates Channel The Effect Of MH On Laminar Mixed Convection Of Newtonian Fluid Between Vertical Parallel Plates Channel Rasul alizadeh,alireza darvish behanbar epartment of Mechanic, Faculty of Engineering Science &

More information

3 Hydrostatic Equilibrium

3 Hydrostatic Equilibrium 3 Hydrostatic Equilibrium Reading: Shu, ch 5, ch 8 31 Timescales and Quasi-Hydrostatic Equilibrium Consider a gas obeying the Euler equations: Dρ Dt = ρ u, D u Dt = g 1 ρ P, Dɛ Dt = P ρ u + Γ Λ ρ Suppose

More information

Electric and Magnetic Forces in Lagrangian and Hamiltonian Formalism

Electric and Magnetic Forces in Lagrangian and Hamiltonian Formalism Electric and Magnetic Forces in Lagrangian and Hamiltonian Formalism Benjamin Hornberger 1/26/1 Phy 55, Classical Electrodynamics, Prof. Goldhaber Lecture notes from Oct. 26, 21 Lecture held by Prof. Weisberger

More information

AST242 LECTURE NOTES PART 5

AST242 LECTURE NOTES PART 5 AST242 LECTURE NOTES PART 5 Contents 1. Waves and instabilities 1 1.1. Sound waves compressive waves in 1D 1 2. Jeans Instability 5 3. Stratified Fluid Flows Waves or Instabilities on a Fluid Boundary

More information

τ xz = τ measured close to the the surface (often at z=5m) these three scales represent inner unit or near wall normalization

τ xz = τ measured close to the the surface (often at z=5m) these three scales represent inner unit or near wall normalization τ xz = τ measured close to the the surface (often at z=5m) these three scales represent inner unit or near wall normalization Note that w *3 /z i is used to normalized the TKE equation in case of free

More information

!y + v!d.!y = 0. (1.2.4)

!y + v!d.!y = 0. (1.2.4) L. Pratt J. Whitehead 9/13/05 1.2 The shallow water equations one-dimensional wave propagation. Traditional discussions of hydraulic effects such as those found in engineering text books are often based

More information

ME3560 Tentative Schedule Spring 2019

ME3560 Tentative Schedule Spring 2019 ME3560 Tentative Schedule Spring 2019 Week Number Date Lecture Topics Covered Prior to Lecture Read Section Assignment Prep Problems for Prep Probs. Must be Solved by 1 Monday 1/7/2019 1 Introduction to

More information