Mathematical Methods in Earth Sciences - Lecture Notes | EART 111, Study notes of Geology

Material Type: Notes; Class: Mathematics in the Earth Sciences; Subject: Earth Sciences; University: University of California-Santa Cruz; Term: Unknown 2004;

Typology: Study notes

Pre 2010

Uploaded on 08/19/2009

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ES 111 Mathematical Methods in the Earth Sciences
Equations that you should know
Note that this is not a comprehensive list. There are things that don’t appear on this sheet that
I will expect you to know (such as how sin,cos etc. are defined, or what the differential of exis).
You will also need to be able to understand and manipulate these expressions.
Basic Trigonometry
cos2x+ sin2x= 1
sin(x+y) = sin xcos y+ cos xsin y
cos(x+y) = cos xcos ysin xsin y
cosine formula:
a2=b2+c22bc cos A
sine formula: a
sin A=b
sin B=c
sin C
When x1:
sin xxand cos x1x2
2
Basic Calculus
df
dx = lim
h0
f(x+h)f(x)
h
product rule:
d
dx(uv) = udv
dx +vdu
dx
integration by parts: Zudv =uv Zvdu
Taylor series expansion:
f(a+x) = f(a) + xf0(a) + x2
2! f00(a) + x3
3! f000(a) + · · ·
Vectors
Vector a= [a1, a2, a3]
Unit vector:
ˆa=a
|a|,|a|=qa2
1+a2
2+a2
3
Dot product:
a·b=|a||b|cos θ=a1b1+a2b2+a3b3
Cross product:
ab= [a2b3a3b2, a3b1a1b3, a1b2a2b1]
|ab|=|a||b|sin θ
1
pf3
pf4

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ES 111 Mathematical Methods in the Earth Sciences Equations that you should know

Note that this is not a comprehensive list. There are things that don’t appear on this sheet that I will expect you to know (such as how sin,cos etc. are defined, or what the differential of ex^ is). You will also need to be able to understand and manipulate these expressions. Basic Trigonometry

cos^2 x + sin^2 x = 1

sin(x + y) = sin x cos y + cos x sin y

cos(x + y) = cos x cos y − sin x sin y

cosine formula: a^2 = b^2 + c^2 − 2 bc cos A sine formula: a sin A

b sin B

c sin C When x  1: sin x ≈ x and cos x ≈ 1 −

x^2 2 Basic Calculus df dx

= lim h→ 0

f (x + h) − f (x) h product rule: d dx

(uv) = u

dv dx

  • v

du dx integration by parts: (^) ∫ udv = uv −

∫ vdu

Taylor series expansion:

f (a + x) = f (a) + xf ′(a) +

x^2 2!

f ′′(a) +

x^3 3!

f ′′′(a) + · · ·

Vectors Vector a = [a 1 , a 2 , a 3 ] Unit vector: aˆ =

a |a|

, |a| =

√ a^21 + a^22 + a^23

Dot product: a · b = |a||b| cos θ = a 1 b 1 + a 2 b 2 + a 3 b 3 Cross product: a ⊗ b = [a 2 b 3 − a 3 b 2 , a 3 b 1 − a 1 b 3 , a 1 b 2 − a 2 b 1 ] |a ⊗ b| = |a||b| sin θ

Lines and Planes Vector and algebraic equations of a line passing through r 0 = (x 0 , y 0 , z 0 ) parallel to v = [a, b, c] :

r = r 0 + tv ,

x − x 0 a

y − y 0 b

z − z 0 c Vector and algebraic equations of a plane passing through r 0 = (x 0 , y 0 , z 0 ) perpendicular to n = [a, b, c] :

n · (r − r 0 ) = 0 , a(x − xo) + b(y − y 0 ) + c(z − z 0 ) = 0 Partial Differentials ∂f ∂x

= lim h→ 0

f (x + h, y) − f (x, y) h The gradient of z = f (x, y) in two dimensions is given by

∇f =

[ ∂f ∂x

∂f ∂y

]

The directional derivative Duf of f in the direction ˆu is given by Duf = ˆu · ∇f A critical point occurs when ∂f ∂x

∂f ∂y

For a critical point at (a, b) D = D(a, b) = fxx(a, b)fyy(a, b) − [fxy(a, b)]^2

If D > 0 and fxx (or fyy) >0: f (a, b) is a minimum If D > 0 and fxx (or fyy) <0: f (a, b) is a maximum If D < 0: f (a, b) is not a local extremum (it’s a saddle point) If D=0: indeterminate Vector calculus The del operator ∇ =

[ (^) ∂ ∂x ,^

∂ ∂y ,^

∂ ∂z

] . Gradient: gradf = ∇f =

[ (^) ∂f ∂x ,^

∂f ∂y ,^

∂f ∂z

] where f is a scalar field. Divergence: div v = ∇ · v = ∂v ∂x^1 + ∂v ∂y^2 + ∂v ∂z^3 where v = [v 1 , v 2 , v 3 ] is a vector field. Curl: curl v = ∇ ⊗ v =

[ (^) ∂v 3 ∂y −^

∂v 2 ∂z ,^

∂v 1 ∂z −^

∂v 3 ∂x ,^

∂v 2 ∂x −^

∂v 1 ∂y

] where v = [v 1 , v 2 , v 3 ] is a vector field. Matrices Matrices A, and the components of a matrix aij , are always described with row first, then column. Matrix multiplication C = AB cij =

∑^ n k=

aikbkj

where A has n columns and B has n rows.

AB 6 = BA (in general)

(AB)T^ = BT^ AT

where T^ denotes a transpose matrix.

If you end up with two complex roots (that is, m 1 = a + ib and m 2 = a − ib) then you can write the solution as y = c 1 eax^ cos bx + c 2 eax^ sin bx Higher Order Partial Differentials If you have a higher-order partial differential equation with a function that depends on two variables (e.g. T (x, t)), try writing T = A(x)B(t) which will give you two separate differential equations, one involving x only and one involving t only. This is called Separation of Variables. The Laplacian of a function f (x, y, · · ·) in Cartesian coordinates is

∇^2 f =

∂^2 f ∂x^2

∂^2 f ∂y^2