12.510 Introduction to Seismology Spring 2008



Similar documents
When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid.

Dip is the vertical angle perpendicular to strike between the imaginary horizontal plane and the inclined planar geological feature.

Earthquake Magnitude

Elasticity Theory Basics

Earthquakes, faulting, beach-balls, magnitude scales

Figure 1.1 Vector A and Vector F

LECTURE SUMMARY September 30th 2009

The purposes of this experiment are to test Faraday's Law qualitatively and to test Lenz's Law.

Structural Axial, Shear and Bending Moments

Name: Date: Class: Finding Epicenters and Measuring Magnitudes Worksheet

Earthquake Lab. A. Locate the Epicenter. Name: Lab Section:

State of Stress at Point

Displacement (x) Velocity (v) Acceleration (a) x = f(t) differentiate v = dx Acceleration Velocity (v) Displacement x

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS

1 of 79 Erik Eberhardt UBC Geological Engineering EOSC 433

Solving Simultaneous Equations and Matrices

Building 1D reference velocity model of the Irpinia region (Southern Apennines): microearthquakes locations and focal mechanism

Lecture L22-2D Rigid Body Dynamics: Work and Energy

Physics 2A, Sec B00: Mechanics -- Winter 2011 Instructor: B. Grinstein Final Exam

Magnitude 7.2 GUERRERO, MEXICO

Geological Maps 3: Faulted Strata

Laboratory #8: Structural Geology Thinking in 3D

Weight The weight of an object is defined as the gravitational force acting on the object. Unit: Newton (N)

EARTHQUAKES. Compressional Tensional Slip-strike

Determination of source parameters from seismic spectra

Lecture L3 - Vectors, Matrices and Coordinate Transformations

Copyright 2011 Casa Software Ltd.

Group Theory and Chemistry

The earthquake source

Magnetic Fields and Their Effects

Earthquakes. Earthquakes: Big Ideas. Earthquakes

Unit 4 Lesson 6 Measuring Earthquake Waves. Copyright Houghton Mifflin Harcourt Publishing Company

AP Physics C. Oscillations/SHM Review Packet

PHY121 #8 Midterm I

THE 2004 SUMATRA EARTHQUAKE AND INDIAN OCEAN TSUNAMI: WHAT HAPPENED AND WHY

PHYSICAL QUANTITIES AND UNITS

Pore pressure. Ordinary space

Activity #1-HS What is a Seismometer? High School Level

Physics 235 Chapter 1. Chapter 1 Matrices, Vectors, and Vector Calculus

1 Introduction. External Grant Award Number: 04HQGR0038. Title: Retrieval of high-resolution kinematic source parameters for large earthquakes

Mechanics lecture 7 Moment of a force, torque, equilibrium of a body

Practice final for Basic Physics spring 2005 answers on the last page Name: Date:

Name Date Class. By studying the Vocabulary and Notes listed for each section below, you can gain a better understanding of this chapter.

Lecture L2 - Degrees of Freedom and Constraints, Rectilinear Motion

Bending Stress in Beams

Unit 3 (Review of) Language of Stress/Strain Analysis

Map Patterns and Finding the Strike and Dip from a Mapped Outcrop of a Planar Surface

Understanding astigmatism Spring 2003

Chapter 23. The Reflection of Light: Mirrors

In order to describe motion you need to describe the following properties.

AP1 Oscillations. 1. Which of the following statements about a spring-block oscillator in simple harmonic motion about its equilibrium point is false?

Geodynamics Lecture 2 Kinematics of plate tectonics

Chapter 4. Forces and Newton s Laws of Motion. continued

11.1. Objectives. Component Form of a Vector. Component Form of a Vector. Component Form of a Vector. Vectors and the Geometry of Space

Physics 112 Homework 5 (solutions) (2004 Fall) Solutions to Homework Questions 5

FOURTH GRADE EARTHQUAKES 1 WEEK LESSON PLANS AND ACTIVITIES

Differential Relations for Fluid Flow. Acceleration field of a fluid. The differential equation of mass conservation

Lecture L6 - Intrinsic Coordinates

MECHANICS OF SOLIDS - BEAMS TUTORIAL 2 SHEAR FORCE AND BENDING MOMENTS IN BEAMS

Lecture L30-3D Rigid Body Dynamics: Tops and Gyroscopes

Basic Understandings

Understanding Poles and Zeros

8.2 Elastic Strain Energy

Experiment 2 Free Fall and Projectile Motion

Physics 41 HW Set 1 Chapter 15

ENGINEERING SCIENCE H1 OUTCOME 1 - TUTORIAL 3 BENDING MOMENTS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL 4 H1 FORMERLY UNIT 21718P

PHYS 211 FINAL FALL 2004 Form A

Cabri Geometry Application User Guide

PHY231 Section 2, Form A March 22, Which one of the following statements concerning kinetic energy is true?

2 Session Two - Complex Numbers and Vectors

Physics 125 Practice Exam #3 Chapters 6-7 Professor Siegel

Force on Moving Charges in a Magnetic Field

x = + x 2 + x

LABORATORY TWO GEOLOGIC STRUCTURES

Physics 1A Lecture 10C

Pre-lab Quiz/PHYS 224 Magnetic Force and Current Balance. Your name Lab section

Lecture L17 - Orbit Transfers and Interplanetary Trajectories

Experiment 7: Forces and Torques on Magnetic Dipoles

Chapter 11 Equilibrium

Awell-known lecture demonstration1

Structural Geology Laboratory 9 (Name)

Earthquake Magnitude Calculator for the AS-1 Seismograph 1

Sample Questions for the AP Physics 1 Exam

Chapter 10 Rotational Motion. Copyright 2009 Pearson Education, Inc.

Coordinate Systems. Orbits and Rotation

Physics 25 Exam 3 November 3, 2009

6. Vectors Scott Surgent (surgent@asu.edu)

Measurement with Ratios

Physics 9e/Cutnell. correlated to the. College Board AP Physics 1 Course Objectives

Difference between a vector and a scalar quantity. N or 90 o. S or 270 o

Bedford, Fowler: Statics. Chapter 4: System of Forces and Moments, Examples via TK Solver

Chapter 3: Weather Map. Weather Maps. The Station Model. Weather Map on 7/7/2005 4/29/2011

Let s first see how precession works in quantitative detail. The system is illustrated below: ...

PHY231 Section 1, Form B March 22, 2012

Experiment 5: Magnetic Fields of a Bar Magnet and of the Earth

3 Work, Power and Energy

Kinetic Energy (A) stays the same stays the same (B) increases increases (C) stays the same increases (D) increases stays the same.

Seismic Waves Practice

Example SECTION X-AXIS - the horizontal number line. Y-AXIS - the vertical number line ORIGIN - the point where the x-axis and y-axis cross

13.4 THE CROSS PRODUCT

Transcription:

MIT OpenCourseWare http://ocw.mit.edu 12.510 Introduction to Seismology Spring 2008 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms.

04/30/2008 Today s lecture (Part 1) 1. Fault geometry 2. First motions 3. Stereographic fault plane representation 1 Fault geometry There are three main types of faults: 1. Normal faults 2. Reverse faults 3. Stike-slip faults We can think of these three types of faults as forming a set of basis functions. All faults can be described as a combination of these 3 basis faults. The fault geometry is described in terms of the orientation of the fault plane and the direction of slip along the plane. The geometry of this model is shown in figure 2. The dip angle δ is the angle between the fault plane and the horizontal. The slip angle, λ is the angle between the slip-vector and the horizontal. The stike angle φ is used to orientate this system relative to the geographic one. It is defined as the angle in the plane of the earth s surface measured clockwise from north to the x 1 axis. We can use the slip angle, λ to specify the type of motion on the fault. λ = 0 implies left-lateral (sinstral) fault motion λ = 180 implies right-lateral (dextral) fault motion λ = 270 implies normal faulting (extension) λ = 90 implies reverse faulting Most earthquakes consist of a combination of these motions and have a slip angle between these values. Seismologists refer to the direction of slip in an earthquake and the orientation on the fault on which it occurs as the focal mechanism. They typically display the focal mechanisms on maps as a beach-ball symbol. We will talk more about this

Right-lateral strike slip Left-lateral strike slip Dip slip (reverse) Dip slip (normal) Figure by MIT OpenCourseWare. Figure 1: Basic types of faulting. Strike-slip motion can be right- or left-lateral. Dip slip-faulting can occur as either reverse or normal faulting (1) 2

representation later in the lecture 2 First Motions The focal mechanism uses the fact that the pattern of radiated seismic waves depends on the fault geometry. The simplest motion is the first motion, or polarity, of body waves. The first motion is compression if the station is located so that material near the fault moves towards the station, or dilation where the motion is away from the station. A vertical-component seismogram will record either an upward or downward first motion, corresponding to either compression or dilation. Figure 2 illustrates the first motion concept for a strike-slip earthquake on a vertical fault. Two vertical planes are shown in the diagram, which are related to the geometry of the fault -One of these is the fault plane -One of these runs perpendicular to the fault plane and is known as the auxiliary plane. These planes define four quadrants. Two of these are compressional and two of these are dilational. If these perpendicular planes can be found the fault geometry will be known. One difficulty is that the first motion on the actual fault plane is the same as that on the auxiliary plane. The first motions alone are therefore insufficient to resolve which plane is the actual fault plane. This is a fundamental ambiguity 3

in inverting seismic observations for fault models. Additional geologic or geodetic information is needed to identify which is the actual fault plane. 3 Stereographic projections The fault geometry can be found from the distribution of data on a sphere around the focus. We can trace rays from the earthquake onto a hemisphere using the eikonal equation. We can then use a stereographic projection to transform the hemisphere to a plane. The graphic construction that allows us to do this is called a stereonet (figure 3) Consider how planes will appear on this net. -A vertically dipping, N-S striking plane will plot as a straight line. -A N-S striking plane with a different type will appear as a curve going from top to bottom. -A horizontal plane will appear as a perimeter. -Different type of fault will appear differently on a stereonet (see figure 5). For example, a four-quadrant checkerboard indicates pure strike-slip motion. 4

5

4 Beach Balls We established earlier that you can represent focal mechanisms using beach ball diagrams. Using a simple model, faulting will occur on planes, 45 from the maximum and minimum compressive stresses. It follows that the maximum compressive (P) and minimum compressive stress (T) axis are found by bisecting the compressional quadrants respectively. Note: The tension (T) axis is actually the minimum compressive stress, because compression occurs at the source. The upward and downward first motions are from the observers point of view, but the P and T axes refer to what is happening at the source. The beach-ball representation of focal mechanisms is important in tectonic studies. 6

200701010105A NORTHERN MID-ATLANTIC RI Date: 2007/ 1/ 1 Centroid Time: 1: 5:16.1 GMT Lat= 32.75 Lon= -39.78 Depth= 12.0 Half duration= 0.7 Centroid time minus hypocenter time: 2.7 Moment Tensor: Expo=23-2.790 0.458 2.330-0.701-1.890 1.200 Mw = 5.0 mb = 4.8 Ms = 0.0 Scalar Moment = 3.49e+23 Fault plane: strike=210 dip=28 slip=-84 Fault plane: strike=23 dip=63 slip=-93 5 The Harvard-CMT catalogue Figure by MIT OpenCourseWare. Seismologists collect data in real-time when there is an earthquake and produce a representation of the focal-mechanism of an earthquake as a beach-ball diagram. These are listed as entries in the Harvard-CMT catalogue. Each entry includes the following data: -the location of the earthquake -the time at which it occurred -the depth of the earthquake -the half-duration of the earthquake Note that there are four different measurements of the magnitude of the earthquake listed in the Harvard-CMT catalogue. Note also that 2 sets of values for the strike, slip and dip directions of the fault plane are listed. This is because we are unable to distinguish between the fault plane and the auxiliary plane when these entries are produced. 7

12.510 Lecture Notes 4.30.2008 (Part 2) MOMENT TENSOR To know the source properties from the observed seismic displacements, the solution of the equation of motion can be separated as below. Where u is the displacement, f is the force vector. The Green s function G gives the displacement at point i j x that results from a unit force function applied at point x. Internal forces, f, must act in opposing directions, - f, at a distance d so as to conserve momentum (force couple). For angular momentum conservation, there also exists a complementary couple that balances the forces (double couple). There are nine different force couples as shown in Figure 1. o (1) ij Figure 1. The nine different force couples for the components of the moment tensor. [Adapted from Shearer 1999] 1

12.510 Lecture Notes 4.30.2008 (Part 2) We define the moment tensor M as: M ij represents a pair of opposing forces pointing in the i (2) direction, separated in the j direction. Its magnitude is the product fd [unit: N-m] which is called the seismic moment. For angular momentum conservation, the condition M ij = M ji should be satisfied, so the moment tensor is symmetric. Therefore we have only six independent elements. This moment tensor represents the internally generated forces that can act at a point in an elastic medium. The displacement for a force couple with a distance d in the xˆ k direction is given by: The last term can be replaced by the moment tensor and thus: (3) (4) There is a linear relationship between the displacement and the components of the moment tensor that involves the spatial derivatives of the Green s functions. We can see the internal force f is proportional to the spatial derivative of moment tensor when equation (1) and (4) are compared. Consider right-lateral movement on a vertical fault oriented in the x 1 direction and the corresponding moment tensor is given by: (5) Where M o = μds is called the scalar seismic moment. This is a measure of earthquake size and energy (6) release where: μ is shear modulus, D = D( x) / L is average displacement, and s is area of the fault. can M o 2

12.510 Lecture Notes 4.30.2008 (Part 2) be time dependent, so that ( t) = μd ( t) s( t). The right-hand side time dependent terms become the M o source time function, x(t), thus the seismic moment function is given by We can diagonalize the moment matrix (6) to find principal axes. In this case, the principal axes are at 45 to the original x 1 and x 2 axes. (7) The principal axes become tension and pressure axis. The above matrix represents that x 1 coordinate is the tension axis, T, and x 2 is the pressure axis, P. (Figure 2) (8) Figure 2. The double-coupled forces and their rotation along the principal axes. [Adapted from Shearer 1999] *adapted from 5.4.2005 Lecture Notes 3