GOALS AND INTENT OF CFLOW EXPLOSIVITY OF LAVA DOMES ESTIMATE OF GAS OVERPRESSURE HETEROGENEITY OF GAS CONTENT IN FLOWS AND DOMES GAS LOSS THROUGH CONDUIT.

Slides:



Advertisements
Similar presentations
Lecture 3 Governing equations for multiphase flows. Continuum hypothesis. Fragmentation mechanisms. Models of conduit flows during explosive eruptions.
Advertisements

Chapter Four Fluid Dynamic
Navier-Stokes.
Basic Governing Differential Equations
Pipe Flow Example Water flows steadily into the circular pipe with a uniform inlet velocity profile as shown. Due to the presence of viscosity, the velocity.
Quiz 2 –
12/21/2001Numerical methods in continuum mechanics1 Continuum Mechanics On the scale of the object to be studied the density and other fluid properties.
Monroe L. Weber-Shirk S chool of Civil and Environmental Engineering Basic Governing Differential Equations CEE 331 June 12, 2015.
Basic Governing Differential Equations
Mathematical models of conduit flows during explosive eruptions (Kamchatka steady, transient, phreatomagmatic) Oleg Melnik †‡, Alexander Starostin †, Alexey.
Mercury Marine Problem Basically what we are doing here is we are gluing a rubber seal on a painted aluminum part. It is sometimes difficult to keep the.
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 9: FLOWS IN PIPE
Preliminary Assessment of Porous Gas-Cooled and Thin- Liquid-Protected Divertors S. I. Abdel-Khalik, S. Shin, and M. Yoda ARIES Meeting, UCSD (March 2004)
CE 230-Engineering Fluid Mechanics Lecture # 28 Laminar flow in circular pipes.
Future Bubbledrive Model Layout Current Bubbledrive Model Layout.
CONDUIT4 A computer code for the simulation of magma ascent through volcanic conduits and fissures Paolo Papale and Margherita Polacci Istituto Nazionale.
Reynolds Experiment Laminar Turbulent Reynolds Number
Conduit models (WK-1, YK-1) to investigate transition between explosive and effusive eruptions T. Koyaguchi University of Tokyo Collaboration with: Andy.
Vulcanian fountain collapse mechanisms revealed by multiphase numerical simulations: Influence of volatile leakage on eruptive style and particle-size.
Cyclic behaviour in lava dome building eruptions. Oleg Melnik, Alexei Barmin, Antonio Costa, Stephen Sparks.
California State University, Chico
Pertemuan CLOSED CONDUIT FLOW 1
A numerical program for steady flow through volcanic conduits Larry G. Mastin U.S. Geological Survey.
Chapter 14 Fluids Key contents Description of fluids
Monroe L. Weber-Shirk S chool of Civil and Environmental Engineering Basic Governing Differential Equations CEE 331 July 14, 2015 CEE 331 July 14, 2015.
Fluid mechanics 3.1 – key points
CBE 150A – Transport Spring Semester 2014 Friction Losses Flow through Conduits Incompressible Flow.
In the analysis of a tilting pad thrust bearing, the following dimensions were measured: h1 = 10 mm, h2 = 5mm, L = 10 cm, B = 24 cm The shaft rotates.
Shell Momentum Balances
PTT 204/3 APPLIED FLUID MECHANICS SEM 2 (2012/2013)
1 Using simplified equations of state to model steady-state Plinian eruptions How are Flow Conditions in Volcanic Conduits Estimated? How can variations.
Lesson 21 Laminar and Turbulent Flow
Flow inside turbomachines
Lecture #23: Internal Flows. 1 cell cellular sheet cellular bilayer bilayered canister ecto- derm endo- derm one way gut mouth anus cephalization mesoderm.
CP502 Advanced Fluid Mechanics
Improving of Refining Efficiency Using Electromagnetic Force Driven Swirling Flow in Metallurgical Reactor Baokuan Li (Speaker) Fengsheng Qi Northeastern.
Mass Transfer Coefficient
Fluid Flow in Rivers Outline 1.Flow uniformity and steadiness 2.Newtonian fluids 3.Laminar and turbulent flow 4.Mixing-length concept 5.Turbulent boundary.
Chapter 03: Macroscopic interface dynamics Xiangyu Hu Technical University of Munich Part A: physical and mathematical modeling of interface.
CHAPTER 3 EXACT ONE-DIMENSIONAL SOLUTIONS 3.1 Introduction  Temperature solution depends on velocity  Velocity is governed by non-linear Navier-Stokes.
Department Of Material Science And Engineering FINITE ELEMENT METHOD UNIVERSITY OF CHEMICAL TECHNOLOGY AND METALLURGY Sofia Nina Velikova, June 2010.
Introduction to Fluid Mechanics
FREE CONVECTION 7.1 Introduction Solar collectors Pipes Ducts Electronic packages Walls and windows 7.2 Features and Parameters of Free Convection (1)
Mechanical Energy Balance
FALL 2015 Esra Sorgüven Öner
A Numerical Solution to the Flow Near an Infinite Rotating Disk White, Section MAE 5130: Viscous Flows December 12, 2006 Adam Linsenbardt.
INTRODUCTION TO CONVECTION
VISCOUS FLOW IN CONDUITS  When we consider viscosity in conduit flows, we must be able to quantify the losses in the flow Fluid Mechanics [ physical.
Differential Analysis of Fluid Flow. Navier-Stokes equations Example: incompressible Navier-Stokes equations.
Friction Losses Flow through Conduits Incompressible Flow.
Nelson Research, Inc – N. 88 th St. Seattle, WA USA aol.com 2D Convective and Diffusive Fluid Flow in Porous Reaction.
MFSacedon Study of Fluids. MFSacedon Fluids in Motion Topics: Fluid flows Continuity equation Bernoulli ‘s Energy Equation.
Heat Transfer Su Yongkang School of Mechanical Engineering # 1 HEAT TRANSFER CHAPTER 6 Introduction to convection.
Modelling of Marine Systems. Shallow waters Equations.
Chapter 1: Basic Concepts
Chapter 8: Internal Forced Convection
Computer Animation Rick Parent Computer Animation Algorithms and Techniques Computational Fluid Dynamics.
Hamdache Abderrazaq 1*, Belkacem Mohamed 1, Hannoun Nourredine 2
Modeling and experimental study of coupled porous/channel flow
Subject Name: FLUID MECHANICS
How are Flow Conditions in Volcanic Conduits Estimated?
Navier - Stokes Equation
FLUID MECHANICS REVIEW
Procedures in deriving element equations (General field problems)
An Alternative Derivation of the Hagen-Poiseuille Equation
An Alternative Derivation of the Hagen-Poiseuille Equation
Part VI:Viscous flows, Re<<1
Convective Heat Transfer
FLUID MECHANICS - Review
Section 8, Lecture 1, Supplemental Effect of Pressure Gradients on Boundary layer • Not in Anderson.
Presentation transcript:

GOALS AND INTENT OF CFLOW EXPLOSIVITY OF LAVA DOMES ESTIMATE OF GAS OVERPRESSURE HETEROGENEITY OF GAS CONTENT IN FLOWS AND DOMES GAS LOSS THROUGH CONDUIT WALLS 2-D PRESSURE STATE IN THE CONDUIT MT UNZEN, JAPAN MT ST HELENS, USA CFLOW H. Massol, C. Jaupart

VISCOUS AND COMPRESSIBLE FLOW INCOMPRESSIBLE FLOW BUBBLY SECTION MAGMA CHAMBER Exsolution level INTEGRATION DOMAIN SCHEMATIC VIEW OF A VOLCANIC CONDUIT ORIGINALITY: 2-D METHOD: Finite Element

 = -2  e  (. v)  + P g  - K (.v).v)  PgPg : Gas pressure  Shear viscosity K : Bulk viscosity  P g = P + K (.v) RHEOLOGY (1) VISCOSITY+COMPRESSIBILITY GAS OVERPRESSURE DOME EXPLOSIVITY

b R P g  o, p f  PmPm  l K,  RHEOLOGY (2) =p g - 2  b -4 µ l ˙ RR 2 b b 3 R 3 [  r r ] r=R () K= 4 3 µ l 1 -   [  r r ] r=R =p m -3K ˙ R R p m =p b - 2  b

0 z r a h H  zz = p s u = 0  zz = p= p atm u = 0 or  rz = 0 u = 0 w = 0 u = 0  rz = 0 DOMAIN AND BC

BASIC EQUATIONS Artificial time Mass lumping Petrov Galerkin weighting [ D ] U = S U [ D ] W = S W [ M ]  = S  Conservation of momentum Conservation of mass Criteres d’arret Criteres d’arret

 CAPABILITIES VARIABLE MELT VISCOSITY VARIABLE CONDUIT GEOMETRY HORIZONTAL AND VERTICAL VELOCITY COMPONENTS VARIABLE COMPRESSIBILITY  ASSUMPTIONS AND LIMITS EQUILIBRIUM DEGASSING ONLY VALID BEFORE FRAG. LEVEL

ANALYTICAL SOLUTION HYPOTHESES - No horizontal velocity - Constant compressibility - Constant viscosity BUT: Gas pressure varies in both directions Numerical model benchmark

RESULTS  PARABOLIC PRESSURE PROFILE ACROSS THE CONDUIT  DIMENSIONLESS NUMBER, D PH-Pa P0-pa =  P K+4/3   a2a2 H2H2 = D

EXAMPLE RESULT (1) U = 0  = 10 6 Pa.s x 0 = 0.5 Wt% P(0,H) = 0.56 MPa

OVERPRESSURE AT THE CENTER OF THE CONDUIT EXIT Compatible with the analytical solution

EXAMPLE RESULT (2) x 0 = 0.5 Wt% P(0,H) = 0.56 MPa Variable viscosity (Hess and Dingwell, 96)  rz = 0 P(a,H) = 1.5 MPa

EXAMPLE RESULT (3) x 0 = 0.5 Wt% P(0,H) = 0.34 MPa P(a,H) = 1.1 MPa

CONCLUSIONS  GAS PHASE IS OVERPRESSURED / DOME EXPLOSIVITY  HORIZONTAL PRESSURE GRADIENT / VITRIFIED MARGINS, HETEROGENEITY IN GAS CONTENT IN FLOWS AND DOMES  IMPORTANCE OF THE EXIT BOUNDARY CONDITIONS / CREASE STRUCTURE

FUTURE WORK  BOUNDARY CONDITIONS - CONDUIT WALLS AND - COUPLING WITH FLOW  CRYSTALS

Fragmentation Level Laminar Flow Turbulent Flow Nucleation of Bubbles NUCLASCENT 1-D Finite difference Cylindrical Geometry Steady state Variable viscosity Non-equilibrium degassing (H. Massol, T. Koyaguchi)

EVOLUTION OF DISSOLVED WATER IN THE MELT H=5000 m a = 50 m  0 = 10 6 Pa.s x 0 = 4wt%  = 0.02 N m -1 D = m 2 s -1

H=5000 m a = 50 m  0 = 10 6 Pa.s x 0 = 4wt%  = 0.02 N m -1 D = m 2 s -1 EVOLUTION OF PRESSURE AND NUMBER OF BUBBLES

OUTPUT OF THE MODEL BUBBLE SIZES BUBBLE DENSITY PRESSURE INSIDE BUBBLES NEXT STEP: CONTINUOUS BUBBLE SIZE DISTRIBUTION