Geophysics Final Exam Flashcards

1
Q

Rock Physics Checklist

A

I V P G I M

Identity
Volume fraction
Physical Properties
Geometry
Interactions
Methods
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2
Q

Combining Rock Physics

A

X^a = sum(f*X^a)

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3
Q

Inverse Problem

A

Use the measured geophysical response, physics, and prior knowledge to interpret what’s going on in the subsurface

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4
Q

Wave-based Imaging Methods

A

GPR (EM) waves

Seismic (mechanical) waves

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5
Q

Forward Problem

A

Know the structure, physics, etc. to predict the geophysical response

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6
Q

Wave

A

V = wavelength * frequency

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7
Q

Amplitude (A)

A

Maximum magnitude of displacement from rest

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8
Q

Wavelength

A

Distance required to complete one cycle of displacement (peak to peak or trough to trough)

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9
Q

Period (T)

A

Time required to complete one cycle of displacement [time]

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10
Q

Frequency (f)

A

The number of cycles completed in a given time period [Hz]

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11
Q

Attenuation

A

The loss of energy as the wave propagates

1) Geometric spreading
2) Intrinsic attenuation (e.g. loss of energy to heat)
3) Scattering

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12
Q

Wavefront

A

A curve (or surface) connecting points of constant phase (i.e. connecting peaks or troughs)

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13
Q

Wavefield

A

The collection of all waves at one point in time (e.g. photo of ripples on a pond)

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14
Q

Ray

A

The path traced out by following a fixed point on a wavefront. Perpendicular to wavefront

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15
Q

Dispersion

A

When the velocity of a wave depends on frequency

most waves are made up of many frequency components

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16
Q

Compression

A

An applied stress causes a change in the volume of the rock

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17
Q

Bulk Modulus

A

K = -dP / dV/V

Inverse of compressability

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18
Q

Compressability

A

B = -dV/dP / V

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19
Q

Poisson’s Ratio

A

u = -e1 / e3

Ratio of perpendicular strain to parallel strain (relative to applied stress)

Related to Bulk: K = E / 3(1-2u)
Related to Shear: G = E / 2(1-u)

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20
Q

Shear

A

Applied stress causes deformation (E) (strain) but no change in volume occurs

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21
Q

Shear Modulus

A

G = shear stress / shear strain

rigidity

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22
Q

Young’s Modulus

A

E = uniaxial applied stress / observed strain

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23
Q

Surface Waves

A

Rayleigh wave – elliptical retro-grade motion with exponentially decaying amplitude with depth

Love wave – shear motion polarized in the plane of the surface (side to side)

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24
Q

Properties that control Radar

A

1) Electrical conductivity, sigma
2) Magnetic permeability, u
* 3) Dielectric Permittivity, e

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25
Dielectric Permittivity (e)
Relates charge separation (polarization) to the applied electric field: p = e*E e = K*e_o
26
Dielectric Constant (K)
Describes the ability of a material to store energy due to charge polarization. Is the relative permittivity of a dielectric material K = e / e_o
27
Dielectric Constant (K) vs. Dielectric Permittivity (e)
K = e / e_o e = K*e_o
28
Dielectric Constant and Velocity
V = c / (K^1/2) c = speed of light = 3E8 m/s
29
WARR
Wide Angle Reflection and Refraction | -- move receiver but keep source fixed
30
CMP
Common Midpoint | -- keep the center fixed, move source and receiver from center
31
COP
Constant Offset Profile | -- move source and receiver together at same interval
32
P-wave
Primary wave | Vp = (K + 4/3G / density)^1/2
33
S-wave
Secondary wave | Vs = (G / density)^1/2
34
Vp / Vs
(K/G + 4/3)^1/2 = (1-u / 1/2-u)^1/2
35
Slope and Intercept
Square the traveltime eq: t^2 = 1/V2 x^2 + 4h^2 / V1^2 Plot x^2 vs t^2 to get a straight line: slope = 1 / V1^2 intercept = 4h^2 / V1^2
36
Arrivals
Radar: Air first Seismic: Air last Both: Direct waves straight, reflection curved to join ground wave, refraction separates from reflection at ground wave
37
t vs. x: | Radar or Seismic?
Radar = no groundroll Seismic = air last - - units - - calc velocities
38
Frequency vs. Resolution
Higher frequencies: - - better resolution - - shallower - - more attenuation Lower frequencies: - - poor resolution - - deeper - - less attenuation
39
Absorption
Loss of E due to (a) intrinsic attenuation (heat loss) and (b) scattering Ii=I1e^(-q (ri-r1) )
40
Reflection Strength
Depends mostly on: 1) Reflection coefficient 2) Attenuation
41
Radar Reflection Coefficient (R) (normal incidence)
R = amplitude of reflection / amplitude of incidence R = V2 - V1 / V2 + V1 = sqrt(K2) - sqrt(K1) / sqrt(K2) + sqrt(K1)
42
Seismic Reflection Coefficient (R) (normal incidence)
R = p2 V2 - p1 V1 / p2 V2 + p1 V1 = z2 - z1 / z2 + z1
43
Energy Density / Intensity (I)
I = E/S = E / 4pi r^2
44
Direct wave
t = x / v
45
Reflection
t = 2 / Vrms ( x^2 /4 + h^2)^1/2 x^2 - t^2
46
Refraction
t = ( 2 h1 (V2^2 - V1^2)^1/2 ) / (V1V2) ) + x/V2
47
Diffraction
t = 2/V ((x - xs)^2 + h^2)^1/2
48
Traveltime (t)
t = 2a/V1 = 2(x^2 / 4 + h^2)^1/2 / V1
49
Dix Equation
Vn^2 = ([Vrms^2]n tn - [Vrms^2]n-1 tn-1) / (tn - tn-1)
50
Resistivity of Rocks
Surface charge: -- clays = conductive Porosity: -- high = LOW resistivity, HIGH conductivity
51
2nd Layer Velocity
V2 = sqrt( (Vrms(dt1 + dt2) - V1^2 dt1) / dt2)
52
2nd Layer Thickness
h2 = dt2 V2
53
Thickness (h) vs. Wavelength (w)
h >> w: distinct reflections apparent h = w: bottom layer is mirrored h = w/2: not as clear h = w/4: looks like 1 reflection overall
54
Reflection Coefficient (R)
Quantifies the fraction of energy returned to the surface by a contrast in properties
55
Mulitples
Primary reflection: tn = 2h/V1 1st multiple: tm1 = 2t_p = 4h/V1 2nd multiple: tm2 = 3t_p = 2h/V1
56
Snell's Law
Sin O2 = V2/V1 sin O1 ``` O1 = angle of incidence O2 = angle of transmission ```
57
Critical Angle (Oc)
Oc = sin^-1 (V1/V2)
58
Critical Distance (Xc)
Distance at which a refracted wave is generated Xc = 2h / [(V2/V1)^2 - 1]^1/2
59
N Layer Refraction Traveltime
tn = X/Vn + 2/Vn sum( (hi (Vn^2 - Vi^2)^(1/2)) / Vi )
60
Ohm's Law
V = I*R ``` V = voltage I = current R = resistance ```
61
Resistivity vs. Conductivity
resistivity = 1 / conductivity conductivity = 1 / resistivity
62
Resistance (R)
R = L / A * p ``` p = resistivity A = cross sectional area L = length ``` p = A/L V/I = K V/I
63
Archie's Law
nonclays: Peff = a * O^-m * Sw^-n * Pw clays: Peff = [(a * O^-m * Sw^-n * Pw)^-1 + o_surface]^-1 ``` O = porosity Sw = saturation Pw = fluid resistivity a = 0.41 - 2.13 m = 1.64 - 2.23 n = 1.1 - 2.6 ```
64
Fluid Conductivity
Ow = 10^3 * F * sum( abs(Zi) * Ci * ui ``` F = 9.648E4 C/mol Zi = valence of ion Ci = concentration (mol/L) ui = ionic mobility ((m/s)/N) ```
65
Voltage
at point p: Vp = pI/2pi *( 1/r1 - 1/r2) p = dVmeas/I * 2pi[1/r1 - 1/r2 - 1/r3 + 1/r4]^-1
66
Depth of Resistivity Arrays
Wenner: h = a/2 Schlumberger: h = L/3 Dipole-Dipole: h = na
67
Electrode Array Geometric Factors (K)
Wenner: K = 2pi*a Schlumberger: K = pi/a^2 [1 - b^2/4a^2] Dipole-Dipole: K = pi * n * (n + t) * (n + 2) * a Square: K = pi*a *(2 + sqrt(2))
68
Direct Current (DC)
Current flows continuously in direction of applied voltage
69
Applied Current (AC)
Current switches direction with applied voltage
70
Pure Capacitor (C)
Ability to hold a charge C = Q / V ``` C = capacitance Q = charge V = applied voltage ```
71
Chargeability
= Vp / Vo --> difficult to get Vp accurately Apparent = A / Vo A = integral (area) of Vp over a specified time window
72
Spectral (Frequency-Domain) Induced Polarization (SIP)
Apply a sine wave of a particular frequency. Compare the amplitude and phase (i.e. time shift) of the observed voltage relative to the applied current
73
Complex Conductivity (sigma = o)
o(f) = o'(f) + io''(f) ``` o' = real conductivity --> energy loss (conduction) i = sqrt(-1) o'' = imaginary conductivity --> energy storage (polarization) ```
74
Electrical Double Layer
Mineral surfaces are usually charged. | Causes an imbalance of charge near the pore walls
75
Membrane / Electrolytic Polarization
Pore throat constriction - charge on mineral surface leads to a build-up at pore throats Constriction by clay particles - ions accumulate on either side of a charged particle in the pore space
76
Self Potential (SP)
Redox reactions = electrochemical Groundwater flow = electrokinetics
77
Tomography Traveltime (t)
through each cell (tj): tj = sum( Lj / Vj ) = sum( Lj sj ) ``` sj = 1 / Vj = slowness of cell j Lj = length of ray in cell j ```
78
Least-Squares Data Fitting
Steps: 1) Collect data --> (x,y) 2) Define a model --> y=mx+b 3) Define a measure of error --> "least squares" 4) Find parameters of the model that minimize error
79
Tomography Forward Problem
t = L s d = G m d=data G=design matrix m=vector with all model parameters
80
Tomography Inverse Model
m = ( G^T G + a I )^-1 ( G^T y - a mo ) ``` a = trade-off/regularization parameter I = MxM identity matrix mo = best guess of m ``` Not as good (will blow up): m = ( G^T G )^-1 G^T y
81
Newton's Law
Fg = G m1 m2 / r^2 G = 6.672E-11 m^3/kgs^2 Fg = gravitational force = 9.8 m/s^2 m1, m2 = masses of objects r = distance between the centers of the objects
82
Units of Gravity
1 Gal = 0.01 m/s^2 g = 981 Gal
83
Absolute Gravity (g)
The actual value of acceleration due to gravity measured at a point in space
84
Relative Gravity (dg)
CHANGE in gravity from a background value => useful for measuring variations in density
85
Spherical Earth vs. Non-spherical Earth
Spherical: r1=r2, g1=g2 Non-spherical: r1 x=x r2, g1 x=x g2 Polar radius is ~21km shorter than the equatorial radius
86
Forward Model for Gravity Anomaly
dg = G (4/3 pi a^3) (dp) z / ((x-xs)^2 + (z-zs)^2)^3/2 G = 6.672E-11 m^3/kgs^2 xs, zs = position and depth of "sphere" center a = radius of sphere dp = p2 - p1 = density difference between inclusion & background
87
Inverse Problem
- - Fit data using prior knowledge - - Collect additional data - - Reduce the problem to remove non-uniqueness
88
Half Max Gravity Anomaly (dg_1/2max)
dg_1/2max = G (4/3 pi a^3) dp z / ( X_1/2max^2 + z^2)^3/2
89
Corrections to Gravity Observations
B I L T F I T 1) Bouger correction 2) Instrument drift 3) Latitude 4) Terrain correction 5) Free-air correction 6) Isostatic correction 7) Tides
90
Bouger Anomaly
Reported gravity anomaly > signal actually related to ground inclusion dg = g_obs - sum( corrections - g_base )
91
Gravity Anomaly (dgz)
dgz = G SSS dp(x,y,z) z/r^3 dxdydz
92
dgi | 1 block
dgi = A/r^3 + B/2r^5 ( (5z (3z^2 - r^2)/r^2) - 4z ) + 3C(x^2 - y^2) / r^5 r^2 = x^2 + y^2 + z^2 x, y, z = distances between measurement point and block i A = 8G dp_i abc B = A (2c^2 - a^2 - b^2) / 6 C = A (a^2 - b^2) / 24 2a, 2b, 2c = lengths of block i in x, y, z direction
93
Resistivity Array Choice
Depends on: 1) Type of structure to be mapped 2) Sensitivity of the resistivity meter 3) Background noise level Things to consider: 1) Depth of investigation 2) Sensitivity of the array to vertical & horizontal structures 3) Data coverage 4) Signal strength
94
Chargeability
= Vp / Vo > difficult to get Vp accurately Apparent = A / Vo A = integral (area) of Vp over a specified time window
95
Spectral (Frequency-Domain) Induced Polarization (SIP)
Apply a sine wave of a particular frequency. | Compare the amplitude and phase (i.e. time shift) of the observed voltage relative to the applied current
96
Complex Conductivity (sigma = o)
o(f) = o'(f) + io''(f) o' = real conductivity > energy loss (conduction) i = sqrt(-1) o'' = imaginary conductivity > energy storage (polarization)
97
Self Potential (SP)
Redox reactions = electrochemical Groundwater flow = electrokinetics
98
Least-Squares Data Fitting
Steps: 1) Collect data > (x,y) 2) Define a model > y=mx+b 3) Define a measure of error > "least squares" 4) Find parameters of the model that minimize error
99
Relative Gravity (dg)
CHANGE in gravity from a background value > useful for measuring variations in density
100
Spherical Earth vs. Non-spherical Earth
Spherical: r1=r2, g1=g2 Non-spherical: r1 x=x r2, g1 x=x g2 Polar radius is ~21km shorter than the equatorial radius
101
Inverse Problem
-- Fit data using prior knowledge -- Collect additional data -- Reduce the problem to remove non-uniqueness
102
Center of Mass (xs, zs) and Mass of Inclusion (m)
xs = get from peak of dg curve zs = 1.305X_1/2 ? m = 255dgmax(X_1/2)^2 ?
103
Gravimeter
-- Sensitive - can detect change of 0.01 mGal -- Rely on a mass pivoted on a beam attached to a spring -- Buildings/mtns/etc. influence gravity, measurements
104
Gravitational Potential (u)
Represents the WORK ( / energy ) required to bring a unit mass from infinity to a position, r, away from the Earth
105
Gravity Forward Model
dg = M dp [dg1; dg2;...dgN] = [K11, K12,...K1M; K21, K22,...K2M...] * [dp1; dp2; dpN] dp = (M^T M + I a) M^T dg K = constant that depends on model properties (grid size) and measurement location
106
Spectral (Frequency-Domain) Induced Polarization (SIP)
Apply a sine wave of a particular frequency. | Compare the amplitude and phase (i.e. time shift) of the observed voltage relative to the applied current
107
Tomography Forward Problem
t = L s d = G m d=data G=design matrix m=vector with all model parameters
108
Tomography Inverse Model
m = ( G^T G + a I )^-1 ( G^T y - a mo ) ``` a = regularization parameter I = MxM identity matrix mo = best guess of m ``` Not as good (will blow up): m = ( G^T G )^-1 G^T y
109
Forward Model for Gravity Anomaly
dg = G (4/3 pi a^3) (dp) z / ((x-xs)^2 + (z-zs)^2)^3/2 G = 6.672E-11 m^3/kgs^2 xs, zs = position and depth of "sphere" center a = radius of sphere dp = p2 - p1 = density difference between inclusion and background