Geoscience Reference
In-Depth Information
where function G has components:
G
i
ðÞ
¼0
for
i ¼ N
þ
1
; ...;
N
c
;
G
i
ðÞ
¼
X
N
k
;
j¼1
½a
ijk
n
j
ðÞn
k
ðÞþ
b
ij
n
j
ðÞ
for i ¼ 1
ð
2
:
41
Þ
; ...;
N
;
where a
ijk
ðÞ
¼a
ij k
;
b
ij
ðÞ
¼b
ij
;
N
c
¼ N
þ
N
2
þ
N
2
N
þ
1
2.
The Newton-Raphson method (Ram 2010) gives a possibility to solve system
(
2.40
), (
2.41
). Let, introduce series of functions Y
(1)
(t),
ð
Þ=
, Y
(n)
(t) such that Y
(1)
(t)is
…
the
first approximation of solution for system equations (
2.40
). Then, nth approx-
imation is solution of the following linear system:
h
i
þ
X
n
h
i
o
Y
ð
n
Þ
j
h
i
N
c
dY
ð
n
Þ
i
Y
ð
n
1
Þ
j
dt ¼ G
i
Y
ð
n
1
Þ
ðÞ
dG
i
Y
ð
n
1
Þ
ðÞ
ðÞ=
=
dY
j¼1
ð
2
:
42
Þ
As it was shown by Bellman and Dreyfus (1962), iterative process (
2.42
)is
convergent by the quadratic law. Solution of Eq. (
2.42
) is described in the following
form:
Y
ðÞ
ðÞ
¼P
ðÞþ
X
N
c
C
k
H
ð
k
Þ
ðÞ
ð
2
:
43
Þ
k¼1
where P(t) is the particular solution of the Eq. (
2.42
), H
(k)
(t) is vector solution of
homogeneous system. To de
ne function P(t) it is needed to solve the Eq. (
2.42
)
under initial conditions: Yi(0)
i
(0) = 0 (i =1,
, N
c
). Functions H
(k)
(t) are determined as
…
solutions of the Cauchy problem:
n
h
i
=
o
½Y
ð
n
Þ
j
dt ¼
X
N
c
d Y
ð
n
Þ
i
Y
ð
n
1
Þ
j
dG
i
Y
ð
n
1
Þ
ðÞ
ðÞ=
dY
ð
i ¼ 1
; ...;
N
c
Þ ð
2
:
44
Þ
j¼1
1
0
.
0
0
1
.
0
0
0
.
1
H
ð
1
Þ
ð
0
Þ
¼
H
ð
2
Þ
ð
0
Þ
¼
H
ð
N
c
Þ
ð
0
Þ
¼
;
; ...;
;
ð
2
:
45
Þ
(
2.45
), constants C
k
are unknown initial
conditions of system of equations (
2.41
). Therefore, constants C
k
are de
As it is followed from Eqs. (
2.42
)
-
ned from
condition:
Search WWH ::
Custom Search