VISCOUS HEATING in the Earths Mantle Induced by Glacial Loading L. Hanyk 1, C. Matyska 1, D. A. Yuen 2 and B. J. Kadlec 2 1 Department of Geophysics, Faculty.

Slides:



Advertisements
Similar presentations
Finite Difference Discretization of Hyperbolic Equations: Linear Problems Lectures 8, 9 and 10.
Advertisements

Common Variable Types in Elasticity
Finite element method Among the up-to-date methods of stress state analysis, the finite element method (abbreviated as FEM below, or often as FEA for analyses.
A. Mellal & Ph. Bellwald Implementation of a constitutive law in Z_Soil Z_Soil Day, 27 August 2007, Lausanne, Switzerland Aïssa Mellal, GeoMod.
Aula Teórica 17 Equações em coordenadas cilíndricas. Força centrífuga, força de coriolis e escoamento laminar num tubo cilíndico.
Common Variable Types in Elasticity
1 /16 M.Chrzanowski: Strength of Materials SM1-10: Continuum Mechanics: Constitutive equations CONTINUUM MECHANICS (CONSTITUTIVE EQUATIONS - - HOOKE LAW)
Earthquake Seismology: The stress tensor Equation of motion
Dynamo-Mechanical Analysis of Materials (Polymers)
Continuity Equation. Continuity Equation Continuity Equation Net outflow in x direction.
Limiting fiber extensibility as parameter for damage in venous wall Lukas Horny, Rudolf Zitny, Hynek Chlup, Tomas Adamek and Michal Sara Faculty of Mechanical.
A. Introduction Background The coupled mechanics of fluid-filled granular media controls the physics of many Earth systems such as saturated soils, fault.
Some Ideas Behind Finite Element Analysis
Session: Computational Wave Propagation: Basic Theory Igel H., Fichtner A., Käser M., Virieux J., Seriani G., Capdeville Y., Moczo P.  The finite-difference.
APPLIED MECHANICS Lecture 10 Slovak University of Technology
Chapter 17 Design Analysis using Inventor Stress Analysis Module
Flow over an Obstruction MECH 523 Applied Computational Fluid Dynamics Presented by Srinivasan C Rasipuram.
Modeling Static Friction of Rubber-Metal Contact
Glacial Rebound Glacial Rebound Studies depend on many factors. What are they ? Ice load History of the load Ocean water load on coastlines and globally.
Finite Element Method in Geotechnical Engineering
16/12/ Texture alignment in simple shear Hans Mühlhaus,Frederic Dufour and Louis Moresi.
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 4: FLUID KINETMATICS
Expectations after today’s lecture
Numerical Hydraulics Wolfgang Kinzelbach with Marc Wolf and Cornel Beffa Lecture 1: The equations.
Fluid mechanics 3.1 – key points
Stress, Strain, and Viscosity San Andreas Fault Palmdale.
Forces. Normal Stress A stress measures the surface force per unit area.  Elastic for small changes A normal stress acts normal to a surface.  Compression.
A finite volume solution method for thermal convection in a spherical shell with strong temperature- und pressure-dependent viscosity CIG Workshop 2005.
Geodynamics DayLecturerLectures 2BBTemperature in the mantle 3BBGoverning equations and approximate solutions 4CLBNumerical, analytical and laboratory.
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.
Roland Burgmann and Georg Dresen
Conservation Laws for Continua
Remark: foils with „black background“ could be skipped, they are aimed to the more advanced courses Rudolf Žitný, Ústav procesní a zpracovatelské techniky.
Rheology I. Rheology Part of mechanics that deals with the flow of rocks, or matter in general Deals with the relationship of the following: (in terms.
Dynamic-Mechanical Analysis of Materials (Polymers)
Mechanics of Materials – MAE 243 (Section 002) Spring 2008
A Unified Lagrangian Approach to Solid-Fluid Animation Richard Keiser, Bart Adams, Dominique Gasser, Paolo Bazzi, Philip Dutré, Markus Gross.
Advanced Higher Mechanics Linear and Parabolic Motion Mathematical Techniques for Mechanics Force, Energy and Periodic Motion AH.
Earth Science Applications of Space Based Geodesy DES-7355 Tu-Th 9:40-11:05 Seminar Room in 3892 Central Ave. (Long building) Bob Smalley Office: 3892.
1 MAE 5130: VISCOUS FLOWS Momentum Equation: The Navier-Stokes Equations, Part 2 September 9, 2010 Mechanical and Aerospace Engineering Department Florida.
11/24/2014PHY 711 Fall Lecture 381 PHY 711 Classical Mechanics and Mathematical Methods 10-10:50 AM MWF Olin 103 Plan for Lecture 38 1.Chapter.
Dr. Wang Xingbo Fall , 2005 Mathematical & Mechanical Method in Mechanical Engineering.
Visual Computing of Global Postglacial Rebound in a Spherical Domain Ladislav Hanyk 1, Ctirad Matyska 1 and David A. Yuen 2
Dr. R. Nagarajan Professor Dept of Chemical Engineering IIT Madras
Convective Heat Transfer in Porous Media filled with Compressible Fluid subjected to Magnetic Field Watit Pakdee* and Bawonsak Yuwaganit Center R & D on.
The ordinary differential equations system of the sixth order, describing the strain state of the elastic, compressible, gravitating shell with geopotential,
SUMMARY We have studied the possibility of energy transfer from glacial forcing to the Earth's interior via viscous dissipation of the transient flow.
Vectors n v What is the projection of the vector (1, 3, 2) onto the plane described by ? Louisiana Tech University Ruston, LA
EXPLORATION GEOPHYSICS THE EXPLORATION TASK PLAN EXPLORATION APPROACH FOR A MATURE TREND GATHER DATA FOR A MATURE TREND DEVELOP PLAY PROSPECT FRAMEWORK.
NB: Uniaxial strain is a type a non-rotational transformation Uniaxial strain.
CIS/ME 794Y A Case Study in Computational Science & Engineering 2-D conservation of momentum (contd.) Or, in cartesian tensor notation, Where repeated.
Stress and Strain ( , 3.14) MAE 316 – Strength of Mechanical Components NC State University Department of Mechanical & Aerospace Engineering Stress.
Chapter 6 Strain Energy and Related Principles
Topic 3: Constitutive Properties of Tissues
Visualization of Viscous Heating in the Earth’s Mantle Induced by Glacial Loading Visualization of Viscous Heating in the Earth’s Mantle Induced by Glacial.
Solid object break-up Ivan Dramaliev CS260, Winter’03.
DEEP EARTHQUAKES SPATIAL DISTRIBUTION: NUMERICAL MODELING OF STRESSES WITHIN THE SUBDUCTING LITHOSPHERE Prasanna Gunawardana Advisor - Dr. Gabriele Morra.
ME 7980 Cardiovascular Biofluid Mechanics
Chapter 4 Fluid Mechanics Frank White
Finite Element Method in Geotechnical Engineering
Part IV: Detailed Flow Structure Chap. 7: Microscopic Balances
Advanced Higher Mechanics
VISCOUS HEATING in the Earth‘s Mantle Induced by Glacial Loading
Mechanics of Solids I Energy Method.
Continuum Mechanics (MTH487)
Continuum Mechanics for Hillslopes: Part III
VISCOUS HEATING in the Earth‘s Mantle Induced by Glacial Loading
Today’s Lecture Objectives:
MAE 3241: AERODYNAMICS AND FLIGHT MECHANICS
Mechanics of Materials Engr Lecture 1
Presentation transcript:

VISCOUS HEATING in the Earths Mantle Induced by Glacial Loading L. Hanyk 1, C. Matyska 1, D. A. Yuen 2 and B. J. Kadlec 2 1 Department of Geophysics, Faculty of Mathematics and Physics, Charles University in Prague, Czech Republic 2 Department of Geology and Geophysics, University of Minnesota, Minneapolis, USA

IDEA How efficient can be the shear heating in the Earths mantle due to glacial forcing, i.e., internal energy source with exogenic origin? (energy pumping into the Earths mantle) APPROACH to evaluate viscous heating in the mantle during a glacial cycle by Maxwell viscoelastic modeling to compare this heating with background radiogenic heating to make a guess on the magnitude of surface heat flow below the areas of glaciation

PHYSICAL MODEL a prestressed selfgravitating spherically symmetric Earth Maxwell viscoelastic rheology arbitrarily stratified density, elastic parameters and viscosity both compressible and incompressible models cyclic loading and unloading

MATHEMATICAL MODEL momentum equation & Poisson equation Maxwell constitutive relation boundary and interface conditions formulation in the time domain (not in the Laplace domain) spherical harmonic decomposition a set of partial differential equations in time and radial direction discretization in the radial direction a set of ordinary differential equations in time initial value problem

NUMERICAL IMPLEMENTATION method of lines (discretization of PDEs in spatial directions) high-order pseudospectral discretization staggered Chebyshev grids multidomain discretization almost block diagonal (ABD) matrices (solvers in NAG) numerically stiff initial value problem (Rosenbrock-Runge-Kutta scheme in Numerical Recipes)

DISSIPATIVE HEATING φ (r ) In calculating viscous dissipation, we are not interested in the volumetric deformations as they are purely elastic in our models and no heat is thus dissipated during volumetric changes. Therefore we have focussed only on the shear deformations. The Maxwellian constitutive relation (Peltier, 1974) rearranged for the shear deformations takes the form τ S / t = 2 μ e S / t – μ / η τ S, τ S = τ – K div u I, e S = e – div u I, where τ, e and I are the stress, deformation and identity tensors, respectively, and u is the displacement vector. This equation can be rewritten as the sum of elastic and viscous contributions to the total deformation, e S / t = 1 / (2 μ) τ S / t + τ S / (2 η) = e S el / t + e S vis / t. The rate of mechanical energy dissipation φ (cf. Joseph, 1990, p. 50) is then φ = τ S : e S vis / t = (τ S : τ S ) / (2 η).

EARTH MODELS M PREM isoviscous mantle elastic lithosphere M PREM LM viscosity hill elastic lithosphere M PREM LM viscosity hill low-viscosity zone elastic lithosphere

SHAPE OF THE LOAD parabolic cross-sections radius15 max. height3500 m

LOADING HISTORIES L glacial cycle 100 kyr linear unloading 100 yr L glacial cycle 100 kyr linear unloading 1 kyr L glacial cycle 100 kyr linear unloading 10 kyr

L2 (1 kyr) Loading History L1 (100 yr) L3 (10 kyr) Earth model M1 (isoviscous) DISSIPATIVE HEATING φ (r )

Earth Model M1 Loading History L1

Earth model M2 (LM viscosity hill) DISSIPATIVE HEATING φ (r ) L2 (1 kyr) Loading History L1 (100 yr) L3 (10 kyr)

DISSIPATIVE HEATING φ (r ) Earth Model M2 Loading History L1

Earth model M3 (LM viscosity hill & LVZ) DISSIPATIVE HEATING φ (r ) L2 (1 kyr) Loading History L1 (100 yr) L3 (10 kyr)

DISSIPATIVE HEATING φ (r ) Earth Model M3 Loading History L1

TIME EVOLUTION OF MAX LOCAL HEATING max r φ (t) Loading histories L1...solid lines L2...dashed lines L3...dotted lines normalized by the chondritic radiogenic heating of 3x10 -9 W/m 3 Earth Model M2 M3 M1

EQUIVALENT MANTLE HEAT FLOW q m ( θ ) Loading histories L1...solid lines L2...dashed lines L3...dotted lines peak values time averages [mW/m 2 ] [mW/m 2 ] Earth Model M2 M3 M1

CONCLUSIONS explored (for the first time ever) the magnitude of viscous dissipation in the mantle induced by glacial forcing peak values higher than chondritic radiogenic heating (below the center and/or edges of the glacier of 15 radius) focusing of energy into the low-viscosity zone, if present magnitude of the equivalent mantle heat flow at the surface up to mW/m 2 after averaging over the glacial cycle extreme sensitivity to the choice of the time-forcing function (equivalent mantle heat flow more than 10 times higher)