Σημειώσεις υπόγειας υδραυλικής
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Transcript of Σημειώσεις υπόγειας υδραυλικής
-
. 2006 - 2007
, PhD
2007
-
1. ..............................................................................................................1
1.1 ..................................................................................... 1 1.2 ............................................... 1 1.3 .................................................................................. 2 1.4 ........................................................................................................... 3 1.5 ................................................................. 3 1.6 LEBEDEV ...................................... 4 1.7 ................................................................................ 4
2. DARCY ...............................................................6 2.1 Darcy................................................................................................. 7 2.2 ..................................................... 8 2.3 Darcy ................................................................... 9 2.4 () ( )......... 11 2.5 ............................................................................................. 12 2.6 ................................................................................................ 13 2.7 ............................................................................................ 16
3. .....................................................................................................17 3.1 ........................................................................................ 19 3.2 .......................................................................................... 19 3.3 ................................. 21
4. ........................................................................23 4.1 ...................................................... 23 4.2
- Dirichlet ( ). ..... 26 4.3 -
Neumann ( ). ........................... 27 5. .....................................................................31
5.1 . .......................................................................................... 31 5.2 .................................................... 31 5.3 (specific storage)
(storage coefficient)....................................................... 32 5.4 ........................................................................................ 34 5.5 ..................................................................... 36 5.6 .................................................... 37 5.7 . ........................................................ 39 5.8 . ................................................................................. 40 5.9 .................................................................................... 45 5.10 . ................................................. 51 5.11 . ................................. 55 5.12 . ................................................................. 57
6. .......................................58 6.1 Dupuit-Forchheimer (
Boussinesq) .................................................................................................... 58 6.2 .............................................. 61 6.3 . ............................ 62 6.4 . .......................... 62 6.5 .............................................. 67
.............................................................................................................70
-
0. ......................................................71
0.1 .................................................................. 71 0.2 ........................................................................... 72 0.3 .................................................. 72 0.4 ......................................................... 72 0.5 E .............................................................. 73 0.6 ...................................................................................... 73 0.7 ..................................................................... 73 0.8 n- ..................................................................... 73 0.9 ........................................................................ 74 0.10 . .................................................................................. 74 0.11 Cauchy - Riemann. ................................................................ 74
1. - (2-D)............................75 2. 2-D .......................77 3. 2-D .77
3.1 ............................................................................ 77 3.2 ....................................................................... 77 3.3 . ......................................................................... 78
4. (SOURCE), (SINK) (VORTEX). .....78 4.1 ...................................................................................... 78 4.2 . .................................................................................. 80 4.3 . ................................................................................................. 81 4.4 . ........................................................................................................... 82
-
.. 6 .
1 2
1.
: . , .
1.1
()
() :
() : ,
() /
()
()
() ,
.
()
Darcy (1856)
1.2 : ( )
- : ,
, .
- : . ,
-
.. 6 .
2 2
. , .
: () . .
.
:
50d 50%
10d ( 90%)
1.3 . , . . d (mm)
< 0.005
0.005-0.01
0.01-0.05
0.05-0.25
0.25-0.5
0.5-2.0
2-4
4-10
10-20
20-60
> 60
d (mm)
%
0.01 0.1 1 10
25
100
75
50
-
.. 6 .
3 2
1.4 : V nV ,
VV
n n= cm32 . .
.
: . , ..
() 476.06
1
6
33
3
==
=
= nddV
dV
n
() 26.0621 == n
. ..
n
0.46
0.34
0.55
0.37
-- 0.75
0.84
(2-20mm) 0.30-0.40
(0.05-2mm) 0.30-0.45
0.35-0.45
0.35-0.50
0.60-0.80
1.5
. . .
-
.. 6 .
4 2
, () .
.
1.6 LEBEDEV 1. .
.
2. . . . ( 1%, 7%, 17% ).
3. () . . .
Co5.1 . 4. .
.
5. . . .
( ), . . . ( ). , .
1.7 : (1) . (2) (3) , . (4) ( ) ( ),
-
.. 6 .
5 2
, . , .
. .
V . V .
VVnn = ... (1)
VV = (2)
V
Ve n= ... (V = ) (3)
(1), (3) n1
n=e ; e
e+= 1n
n
-
.. 6 .
6 2
2. DARCY
.
. S ( )zS p z .
( ) ( )zm
SzS
m p == . mm,
( ) ( ) ( ) === H H ppH dzzSdzzSSHdzzmHm 0 00 v111
( )dzzSH p0 , =SH . n=m .
Q , V S.
SQ=V
u pS
Qu =
,
nVunSuunSSVQ p ==== .
z z
H
S
-
.. 6 .
7 2
2.1 Darcy
Darcy (1854) S p, L ,
Lhh
KSQ
hhQL
Q
SQ
=
21
21
1
, .
111 zgp
h += 22
2 zgp
h += , .
. . gV 2/2 .
L h = h1 h2, Darcy
dldhKue = ; S
Que = .
Jdldh =
L
p2/g
A
BS
(z = 0)
p1/g
z1
z2
h1
h2
-
.. 6 .
8 2
eu
Darcy Navier- Stokes, .
( ) .
eu , . , . ( / )
O Darcy
===
zhKw
yhKv
xhKu
hK=v
Darcy Navier-Stokes .
nuu =
n .
2.2 Navier-Stokes (DeWiest)
unx
pzu
nv
xu
nu
tu
n2
22
111 +
=
++
vgzp
zvv
xvu
tv 2
22 n1
nnn1 +
=+
+
L (.. d) C, ( )
222 11
du
CLu
Cu == 222 11 d
vCL
vC
v ==
-
.. 6 .
9 2
xu
= y
v = ,
Navier-Stokes
xdCxp
zxxtx +
=
+
+
n
121
21
n1
n1
2
22
2
zdCg
zp
zxztz +
=
+
+
n
121
21
n1
n1
2
22
2 .
, x z
( )tFdC
gzpzxt
=++
+
+
222
2 n21
n1
n1
0/ = t ,
022
=
+
zx
( ) == FtF . ,
Fzgpgk +
+=
, (F = ) 2ndCk = [ ] 2Lk = .
Darcy
( ) zgphhhu +==== ;
gkgkgkgkK ====
/
k , ( intrinsic permeability), o , .
2.3 Darcy Darcy Navier- Stokes
-
.. 6 .
10 2
. ( ) .
d .. . Reynolds ,
udf = ;
1 .
( Darcy Weisbach)
ug
udg
uudg
udg
udfJ === 222
12 2
2
2
22 .
Darcy
KuJKJ
dxdhKu ===
. f, , ( )
Darcy Re < 0.02 Re < 0.1. ,
-
.. 6 .
11 2
. d eu (),
vdue=
v . Reynolds ,
1 12.
1
-
.. 6 .
12 2
2.5
. () ( ),
hL
AQK = ,
h L . () ( ),
=
t
o
hh
AtLK ln ,
ho t = 0 ht t L .
-
.. 6 .
13 2
2.6 2.1. , Darcy , . 0.20m, 0.001m2. 0.25m 5 75x10-6m3.
() .
() 20C ( =10-6m3/s). , 5 C ( =1.52x10-6m3/s);
()
sec1025
sec6051075 3836 mx
xmxq
==
sec1025
001.0sec/1025 5
2
38 mxm
mxAqu
=== .
sec102
20.025.0 412 mxK
mmK
LhhK
LhKu ===
=
() = 20C, = 10-6 m2/sec
= 5C, = 1.52x10-6 m2/sec
= kg/, k , .
1 = kg/1 2 = kg/2
2
1
1
22211
===
KK
gK
gKk ,
sec/10316.1)20()5( 42
112 mxCTKCTK
oo ==== .
Darcy
1
212
1
2
1
2
1
2
KKqq
KK
uu
qq === ,
sec/10643.1)20()5( 371
212 mxK
KCTqCTq oo ==== .
-
.. 6 .
14 2
2.2. S L 1 2.
() Q h1 h2 , .
() : Q = 0.10 l/min, 1 = 10-4 m/s, K2 = 5x10-4 m/s, h1 = 3.0 m, h2 = 0.75 m, L = 1.00 m S = 0.0025 m2.
: Darcy .
() L1 L2
L1 + L2 = L (1)
Q1 = Q2 = Q (2)
Darcy, h,
Q Q K S h hL1 1
1
1
= = (3)
Q Q K S h hL2 2
2
2
= = . (4)
L1 (3) (1), (3) (4) Q L L K S h h( ) ( ) = 2 1 1 (3) QL K S h h2 2 2= ( ) . (4) (3) (4) h L2.
h QL S K h K hS K K
= ( )
( )1 1 2 2
2 1
L K S h hQ2
2 2= ( ) .
L1 = L - L2.
K1 K2
L
h1 h2 h
-
.. 6 .
15 2
() : Q = 0.10 l/min = 1.667x10-6 m3/s,
)10105(0025.0)75.010500.310)(0025.0()00.1(10667.1
44
446
=
xxxxxxh = 1.855 m.
L x xx2
4
6
5 10 0 0025 1855 0 751667 10
=
. ( . . ).
= 0.83 m
L1 = 1.00 - 0.83 = 0.17 m.
2.3. () , . : 1=10-3m/s, 2=10-4 m/s, 3 = 5x10-4m/s, d = 4m, d1 = 20m, d2 = 10m, d3 = 20m, h1 = 10m, h4 = 6m.
() .
() .
() ,
3,2,1;)1(321 ====== idKqdH
LHdKqqqqq
i
ii
i
ii .
dKqdhh
1
121 =
dKqdhh
2
232 =
dKqdhh
3
343 = ,
1 2 3
d1 d d
h1h4
d
-
.. 6 .
16 2
( )smm
x
Kddhhq
Kd
dqhh
i i
i
i i
i
//1010520
1010
10204)610( 34
1
443
13
141
3
141
==
=
++=
==
()
./000025.0//40001.0
13 smsmm
mdqu ===
() Darcy ,
3,2,1; === idK
qdH
LH
dKqi
ii
i
ii .
1 = 0.50m. 2 = 2.50m. 3 = 1.00m.
10-0.50 = 9.50m, 9.50-2.50 = 7.00m, .
2.7 1. ()
26.0621 == n .
() (1) (2) ;
2.
=
t
o
hh
AtLK ln .
3. n, (bulk density) b (particle density) s. b = 1.42gr/cc s = 2.68gr/cc.
-
.. 6 .
17 2
3.
(2-D)
x
u =
yv
=
+== z
gphKh ; (1)
00 22
2
2
=+
=+
yxy
vxu 02 = (2)
Laplace.
yu
= x
u = (3)
022
=+
yxyx
(4)
. (1) (3)
=
==
=
xyv
yxu
Cauchy- Riemann (5)
022
2
2
2
2
=+
yxyxyx
Laplace . 02 (6)
v , P .
0tan === udyvdxdxdy
uv
(3),(7) 0=+
dyy
dxx
d = 0.
, = !
A
B
P
V
u
v
x
y
-
.. 6 .
18 2
1 2 = dVq ( ) jviuvuv +== , dyjdxid +=
( ) vdxudyvdxdyuq +=+= =
+= ddx
xdy
yq
==
+==
2
1
2
1
12
2
121 ddyy
dxx
qQ
1 2
1221 =Q . (9) Cauchy-Riemann ,
0=+
= dyy
dxx
d ( = ),
=
==+=
yv
xu
vdyudxd
,
0
vu
dxdy = cottan
1 ==
, () ( , = ).
. ( ) ( ) = o
+
+
jy
ix
jy
ix
o
yyxx
+
=
( ) ( ) 0==+= uvuvuvvu
= 1
V 1
2
x
y
dE
= 2
= C1 = C2
u v
-u
v
-
.. 6 .
19 2
3.1
iw += , 0222 =+= iw (10) w Laplace.
3.2
1. :
0==
tn
, = , = .
h1
h2
A
B
C D
E FG
n
M
z
1
2
= 1
= 2
= 3
= 1
= 2
= 3
-
.. 6 .
20 2
1,2,..8 9,10 2-3 5-6.
2. (C-D-A-1, F-E-B-2)
==+= 11 )( hzgpzhgp MM
C-D-A-1 C,D,M,A,1. AD
== 1h F-E-B-2 EB
== 2h 3. GE
GE ()
=+
+== zz
gph a (pa = 0)
4. ( )DG =+
+== zz
gph a (pa = 0).
Casagrande.
1 2
3
4 5
6
7 8
9 10
-
.. 6 .
21 2
3.3
ns
u
q n
snuq
== . 3.1.
= + x y z2 2
2
2
() M ;
() x=1, y=1, z=1.
: ,
dxu
dyv
dzw
= = .
()
xx
u ==
yy
v ==
zz
w 2==
0211 =+=+
+
zw
yv
xu
, .
uA
-
.. 6 .
22 2
()
zdz
ydy
xdx
wdz
vdy
udx
2====
1lnln Cyxydy
xdx +==
'2ln2
1ln2
Czxz
dzx
dx +===
1Cyx = (1)
22 Czx = (2)
(1) (x,y) = (1,1) C1=1 (2) (x,z) = (1,1) C2=1.
, (1,1,1) x = y x2z = 1.
3.2. u=4x2+3y2-1 .
v .
0=+
yv
xu
u, u/x = 8x
xyv 8= .
)(8 xfxyv += .
v Cxyv += 8
C = .
-
.. 6 .
23 2
4.
4.1 (x,y) R x-y. Taylor (x,y) x y
)(
!3!2),(),( 43
33
2
22
hOx
hx
hx
hyxyhx ++
++=+
(4.1)
)(
!3!2),(),( 43
33
2
22
hOx
hx
hx
hyxyhx +
+=
(4.2)
)(!3!2
),(),( 4333
2
22
kOy
ky
ky
kyxkyx ++
++=+ (4.3)
)(!3!2
),(),( 4333
2
22
kOy
ky
ky
kyxkyx +
+= (4.4)
(1) (2)
)(),(2),(),( 42
22 hO
xhyxyhxyhx +
+=++
[ ] )(),(),(2),(1 222
2
hOyhxyxyhxhx
+++=
. (4.5)
[ ] )(),(),(2),(1 2222
kOkyxyxkyxky
+++= . (4.6)
(1) (2)
)(2),(),( 3hO
xhyhxyhx +
=+
[ ] )(),(),(
21 2hOyhxyhxhx
++=
. (4.7)
[ ] )(),(),(21 2kOkyxkyxky
++= . (4.8)
h k . (x,y) = (ih,jk) h k
jijkihyx ,),(),( == .
-
.. 6 .
24 2
[ ]jijijiji hx ,1,,122 ,2
21 + +=
[ ]1,,1,22 ,2 21 + += jijijiji ky
[ ] [ ] [ ]jijijijijijiji hhhx ,1,,,1,1,1, 1121 ++ ===
[ ] [ ] [ ]1,,,1,1,1,, 1121 ++ === jijijijijijiji kkky (4.9) Laplace,
02
2
2
2
=+
yx
2 4.5 4.6
( ) 0)1(2 ,21,1,2,1,1 =++++ ++ jijijijiji rr (4.10) r = h/k . r = 1 (h = k)
04 ,1,1,,1,1 =+++ ++ jijijijiji . (4.10) Dirichlet Neumann, . n- n- 1, 2, ..., n, (.. Gauss-Seidel, ). 4.1 1, C D. 2, 3 4 .
i,j i+1,ji-1,j
i,j+1
i,j-1
k
h
y
x
-
.. 6 .
25 2
x
u =
yv
=
hu
hu AA +== 1212
(1)
hv
hv DD == 1441
(2)
hu
hu CC +== 4343
, 4 (3)
CDA
CDAB uuuh
huhuhuh
v +=+== )( 1132 (4)
4.2 , 4, 5, 6 9, . 2, 7 8 C D .
h h
1 2 3
4
A
B
C
D
x
y
5 6
7 8 9
h
h1 2
34
A B
C
D
x
y
-
.. 6 .
26 2
x
u =
yv
=
hu
hu AA == 9889
(1)
hv
hv BB == 4774
(2)
86952
864528642
5
)(4
)(44
=++=+++=
hu A (3)
)(
)( 494978BA
BAC vuhh
hvhuh
u === (4)
hhu
hv AD
)( 9585 == (5)
4.2 - Dirichlet ( ).
C , = ( Dirichlet). , 2 3 ; 1 2 0, . , 0 , , 1 4. Taylor 0 x:
...
!2 20
221
20
10 ++
=x
hx
hA
4
1
0k
h
h1
k2
C
2
3
-
.. 6 .
27 2
...
!2 20
220
01 ++
+=x
hx
h
1 2 0 x
[ ]02112111
0 )1()1(
1 +=
Ahx (4.11)
[ ])1()1(
21011
1122
02
+++=
Ahx. (4.12)
y
...!2 2
022
22
020 +
++=
yk
ykB
...!2 2
022
004 +
+=
yk
yk
[ ]42222022
0 )1()1(
1 += Bky (4.13)
[ ]422022
220
2
)1()1(
2 +++= Bky (4.14)
1 = 2 = 1 1 2 .
4.3 - Neumann ( ).
, Neumann ,
f= , .
1 C
0
k
h
N1
2
C
2
D
N2
1
-
.. 6 .
28 2
1 2
)( 11 NfN =
)( 2
2 NfN =
01 02
1
111
1
cos/1)( kBNf
BBN ===
2
222
2
cos/2)( hANf
AAN ===
.
110
01 tantan/0 h
kh
BC
==
220
02 tantan/0 k
hk
AD
==
.
,
02222
tan1tan)(cos
++= kh
khNfh DA
01111
tan1tan)(cos
++= hk
hkNfk CB .
, . f(N1) = f(N2) = 0
022 tan1tan
+= kh
kh
DA (3.15)
011 tan1tan
+= hk
hk
CB . (3.16)
4.3 2 1, 3 4 1 = 0.8Kh, 4 = 0.68Kh, 3 = 0.6Kh. .
2
4
1
3
=15
A
A
-
.. 6 .
29 2
( ), , 12 . Neumann
AAAA
AA=== '' 0'0/ .
, oo
AAo
oA A 15tan)15tan1(15tan15tan
122'
12'21
2' +=====
.
, 2 ( )
4431
2A+++= .
( ) Khoo 702.015tan3 15tan1 4312 =+ +++= . 4.4 , 4 2 (4 2 ) vB uC. 5, 3, 6, 9 8 (5, 3, 6, 9 8 ) uE vD E D . 3 6 9 . un = /n = 0, ,
32 = 65 = 98 =
( ) hyvB // 74 == ,
hvB= 47 . ( ) hxuC // 78 == ,
h h
1 2 3
4
B
C
D
x
y
5 6
7 8 9
E
-
.. 6 .
30 2
hvhuhu BCC +=+= 478 .
4485428642
5+++=+++= ,
3842
5++=
023 ==h
uE
hvD
85 = .
-
.. 6 .
31 2
5.
5.1 . n,
Sy ... (specific yield effective porocity)
Sr ... (specific retention)
S n Sy r= . (5.1) , . , Sr, Sy . : Sy , n. Sr , .
5.2 .
t (1) z (2) p, t z z tp p= + = . (5.2) , z p d dpz = , (5.3) , ( ) dp, z -dp. ( )
h
z+p
-
.. 6 .
32 2
(consolidation). ( ), .
5.3 (specific storage) (storage coefficient).
x y z. m = n x y z.
.
H dm ( )
( ) ( )dm d n z n zd x y dm dm x y= + = + ( ) 1 2 . (5.4) dm1 ( ), dm2 ( ).
z, p
p zn zd n z
d n zd n z
dp= =1 1
( ) ( ) , (5.5)
, dm n z dpp1 = . (5.6)
= 1V
dVdpw
w , (5.7)
.
dpVdV
dVdVd
w
w
w
w === . (5.8)
H
dpzndm =2 (5.9)
-
.. 6 .
33 2
( )dpnzyx
dmp += . (5.10)
, , ,
( )dVx y z n dpw p = + , (5.11) dVw . h = z + p/g, p. , dp = g dh
( )S dVx y z dh g ns w p= = + 1 (5.12)
Ss ... (specific storage)
L-1.
b. (storage coefficient) S S = Ss b (5.13)
.
5.1 b = 40m, n = 0.32. = 4.8x10-9 m2/N, p = 4.4x10-8 m2/N. Ss = g n (p + ) = 1000 x 9.81 x 0.32 x (4.8 + 44)x 10-9 m-1 = 1.53 x 10-4 m-1.
S = Ss b = 6.13 x 10-3.
5.2 O 3 x 107 m3/Km2. O b = 50m, 3.4 x 10-3. Km2, 25 m.
Ss = S / b = (3.4 x 10-3)/(50 m) = 6.8 x 10-5 m-1.
-
.. 6 .
34 2
( )S dVx y z dh
dV S x y z dh
x m x m Km mx m Km
sw
w s= ===
1
68 10 3 10 2551 10
5 1 7 3 2
4 3 2
. ( / ). / .
5.4
x
( ) ( ) ( ) ( ) ( ) Q Q
Qx
x ux
x y zx x x+ = =
Qx = u y z.
y z x y z
( ) ( ) ( ) ( ) ( ) ( )
Q Q
ux
vy
wz
x y z mtout in
= + + = (5.14)
. , .
x
( )ux
ux
ux
ux
up
px
ux
u px
ux
= + = + = + .
tmzyx
yw
yv
xu
=
++ )( .
Darcy u =-(Kh)
z
x
y
z
yx
(Q)x+x (Q)x
-
.. 6 .
35 2
x K
hx y
K hy z
K hz x y z
mt
n ptx y z p
+
+
= = +
1( )
( )
x K
hx y
K hy z
K hz
S htx y z s
+
+
= (5.15)
dp g dh .
,
K hx
K hy
K hz
S htx y z s
2
2
2
2
2
2+ + =
( = x = Ky = Kz),
2
2
2
2
2
2
hx
hy
hz
SK
ht
s+ + = . (5.16)
b.
2
2
2
2
hx
hy
SKb
ht
+ = . (5.17)
= b (transmissivity) L2T-1. To , .
( , ) ,
2
2
2
2
2
2 0h
xh
yh
z+ + = (5.18)
Laplace! .
: (5.18), =-h
022
2
2
2
2
=++zyx
.
-
.. 6 .
36 2
5.5
5.1 Definition sketch . ( ) Q, ho () R ( ) h1. r H,
[ ]
=
==drdHrK
drdHKrrurQ r 22)(2 . (5.19)
,
rK
QHrdr
KQdH ln
22 == (5.20) r = Ro, H = ho r = R, H = h1,
oo RKQh ln
2= RKQh ln
21 = . (5.21,) (5.21,) (5.20)
H h QK
rRo o
= + 2 ln (5.22 )
H h QK
rR
= + 1 2 ln . (5.23)
x
y
h1 ho
R r R ur
r
Q
u
v
zo
z
r
-
.. 6 .
37 2
5.6 . z zo , ,
F z q z z Q z zo o( ) log( ) log( )= = 2 2 (5.24) q = Q/ +== izFw )( (5.25) = - ... ... Q ... . , (logz = lnr + i; z = rei)
F z q r i Q r i Q( ) (ln ) ln= + = 2 2 2
; 0 < 2 (5.26))
(5.25) (5.26)
= = KH Q r2 ln (5.27)
H QK
r=2 ln (5.27)
= r = ,
= Q2 (5.28) = = , .
5.2
.
r = r3 = 1
= 1
12
33
2
urv
u
-
.. 6 .
38 2
, r = R, h = h1 (5.27)
RK
Qh ln21 = . (5.29)
(5.27) (5.29) h= h1 - H r h1 R
h h H QK
rR
= = 1 2 ln . (5.30) (5.23). z1, z2, ..., zn () Laplace
F zQ
z zQ
z zQ
z zn n( ) log( ) log( ) ... log( )= 1 1 2 22 2 2 (5.31) Q1, Q2, ..., Qn n , z z1, z2, ..., zn r1, r2, ..., rn
= = KH Q r Q r Q rn n1 1 2 22 2 2 ln ln ... ln (5.32) z
HQK
rQK
rQK
rn n= + + +1 1 2 22 2 2 ln ln ... ln (5.33) R ( )
RK
QR
KQR
KQh n ln
2...ln
2ln
221
1 +++= (5.34) z
=
===n
i
iinn
Rr
KQ
Rr
KQ
Rr
KQ
Rr
KQHhh
1
22111 ln2
ln2
...ln2
ln2 (5.35)
z . , ( Cauchy-Riemann),
)()( zUivux
ix
ixdz
dF ==+
=+= (5.36)
u iv ( u + iv) U = (u,v) ( )
-
.. 6 .
39 2
U z u iv dFdz
Qz z
Qz z
Qz z
n
n
( ) ...= = = 1
1
2
221
21
21
. (5.37)
5.7 . , Q (0,0)
)sin(cos2
12
12
)( i
rQe
rQ
zQ
dzdFivuzU i ===== .
cos2 rQu = sin2 r
Qv = . (5.38) ( , . 1.2)
r
Qr
Qr
Qvuur 2sin2cos2sincos22 ==+= (5.39)
0cossin2
cossin2
cossin ==+= rQ
rQvuu . (5.40)
, , , (5.27) (5.28). , (sink) . 5.3. , , 25, 30, 25 30 l/s . 30 m . .
. (. ). , , -120, 70, 120 70ii .
(0,0)
(0,70)
(-120,0) (70,0) (120,0)
Q Q Q
Q
y
x
120 70 50
70
-
.. 6 .
40 2
)70log(2
)120log(2
)70log(2
)120log(2
)( izQzQzQzQzF BA += .
izQ
zQ
zQ
zQ
dzdFivu BA
701
21201
2701
21201
2 +== .
(0,0)
u ivi
i
i x i
= + + + =
= + +
= =
0 02560
1120
0 03060
170
0 02560
1120
0 03060
170
160
0 025120
0 03070
0 025120
0 03070
0 0304200
1 2 27 10 16
. . . .
. . . .
. ( ) . ( )
u = v = 2.27x10-6 m/s U = 3.22x10-6 m/s.
5.8 . , , , . , , Laplace.
1.3 . z = -b z = b ( ).
F zQ
z bQ
z b( ) log( ) log( )= + 1 22 2 (5.41)
Q1 Q2 1 2 . Q , () .
zo = -b zo = +b
b b
z
r2r1
y
x
12
-
.. 6 .
41 2
= = KH Q r Q r1 1 2 22 2 ln ln z (5.35)
Rr
KQ
Rr
KQHhh 22111 ln2
ln2 == . (5.42)
R . 1. (Q1 = Q2 = Q) Q1 = Q2 = Q,
[ ]F z Q z b z b( ) log( ) log( )= + + 2
(z = x + iy)
++=
+++
=
++==
22
21
22
)()(2
211
2
riybx
riybxQ
bzbz
bzbzQ
bzbzQ
dzdFivu
++= 22
21
)()(2 r
bxr
bxQu
+= 22
212 r
yryQv . (5.43)
, (r1 = r2 x = 0)
0=u 2rQyv = . (5.44)
(0,0) (stagnation point) , , u(0,y) = 0. , (x = 0)
===Rr
KQ
Rr
KQ
Rr
KQHhh lnln
2ln
22211
1 . (0,0)
==Rb
KQHhh ln)0,0(max 1 .
-
.. 6 .
42 2
5.4 ( )
. 2. (Q2 = - Q1 = - Q) Q2 = - Q1 = - Q,
[ ]F z Q z b z b( ) log( ) log( )= + 2
+=
++
=
+==
22
21
22
)()(2
211
2
riybx
riybxQ
bzbz
bzbzQ
bzbzQ
dzdFivu
r1 = r2 x = 0
2rQbu = 0=v . (5.45)
(0,0) . Oy r1 = r2 = r Q1 = Q, Q2 = -Q.
0ln2
ln21
=+==Rr
KQ
Rr
KQHhh (5.46)
, Oy , ( = h1). :
1. , () () .
2. , ()
zo= -b zo= b x
y
-
.. 6 .
43 2
, () .
5.5 ( ) ,
.
5.4
ro = 0.15m , = 25m, = 5x10-5m/s. Q=5l/s, h1 = 40m R=1000m: (1) ( ) .
(0,50)
(100,0)
y
x(0,0)
1
2
z
z1
z2
r1
r2
zo= -b zo= b
-Q +Q
-
.. 6 .
44 2
(2) . (3) . (4) (100, 0): , ; (5) (0,0) (0,50); (1) z1 z2 z1 = 0 + 0i = 0 z2 = 0 + 50i = 50i. z
( )( ) ( ) ( ) ( ).
2log
2log
2log
2
)50log()log(2
)log(2
)log(2
)(
21212211
21
+=++=
+==QirrQirQirQ
izzQzzQzzQzF
( )21ln2 rrQKH ==
( )212 +=Q .
(2)
+=
+== 2221)50(
25011
2 ryix
riyxQ
izzQ
dzdFivu
+= 2
22
1
112 rrQxu
+= 2
22
1
502 r
yryQv .
(3)
+=
++= 2211211 ln2lnln2 Rrr
KQh
Rr
Rr
KQhH .
(4) (100,0)
.14.3786.240
100050100100ln
)105(25)2(005.040ln
2 222
5221
1
m
xxxxR
rrK
QhH
==
++=
+=
(100,0)
( ) .76.5726895.10ln86.2
1000ln14.37
1000ln6366.040ln
214.37
2121
221
221
221
1
====
+
+=
rrrr
rrrrRrr
KQh
(100,0)
( ) ( ) smxxxrrQxu /1073.550100 11001252 100)005.0(112 72222221 =
++=
+=
-
.. 6 .
45 2
./1027.150100
500100
025)2(
005.0 7222 smxx
v =
++=
smxvu /1087.5 722 =+=
= 180 arctan(1.27/5.87) = 167.50o.
(5) (0,0) (0,50) (0,0), r1 = 0.15m, r2 = 50m:
.56.2944.10401000
5015.0ln)105(25)2(
005.040ln2 252
211
m
xxxxR
rrK
QhH
==
+=
+=
(0,50), r1 = 50m, r2 = 0.15m:
.56.2944.10401000
5015.0ln)105(25)2(
005.040ln2 252
211
m
xxxxR
rrK
QhH
==
+=
+= .
5.9 ( ) . , . , Laplace, , , . 1 , b , . , . -b Q, , (irregular) . b (.. ), -b Q (). 2 ( ), ().
uv
-
.. 6 .
46 2
5.6 ( )
. b , Oy ( 1.34)
2222 ,00)()(
2 ryQvu
ryQi
riybx
riybxQivu ==+=
++= .
b , Oy ( 1.35)
0,0)()(2 2222
==+=
+= v
rbQui
rbQ
riybx
riyibxQivu ,
( 1.36)
0ln2
ln21
=+==Rr
KQ
Rr
KQHhh .
5.7 ( )
. 5.5. , , Q. : Q, , , (xo,yo)
zo=-b zo= b
x
y
zo= -b zo= b
x
y
-
.. 6 .
47 2
5.8
. x y x y, . , .
[ ])log()log()log()log(2
)log(2
)( 00004
1
zzzzzzzzQzzQ
zF ii
+++++== =
( zz z= 2 ) )()()( ooooo yyixxiyxiyxzz == )()()( ooooo yyixxiyxiyxzz +=+= )()()( ooooo yyixxiyxiyxzz ++=+=+ )()()( ooooo yyixxiyxiyxzz +=++=+
+++++++=
+++++===
24
23
22
21
0000
)()()()(2
11112
)(
ryyixx
ryyixx
ryyixx
ryyixxQ
zzzzzzzzQ
dzdFivuzU
oooooooo
+++++= 2
42
32
22
12 rxx
rxx
rxx
rxxQ
u oooo
+++++= 2
42
32
22
1
)()()()(2 r
yyr
yyr
yyr
yyQv oooo .
,
-zo=(-xo, yo)
x
y zo=(xo,yo)
zo=(xo,-yo)-zo=(-xo,-yo)
3 2
4
z
1Q Q
r1
r2r3
r4
Q Q
-
.. 6 .
48 2
x v = 0, Oy u = 0. x: y = 0, r1 = r2 r3 = r4,
++= 2
32
1 rxx
rxxQ
u oo 0=v .
y: x = 0, r1 = r4 r2 = r3,
0=u
++= 2
22
1 ryy
ryyQ
v oo .
(x, y) = (0, 0) u = 0, v = 0!
+=
++++=+= =
44321
1
43211
4
11
ln2
lnlnlnln2
ln2
Rrrrr
KQh
Rr
Rr
Rr
Rr
KQh
Rr
KQhH
i
i
.
5.6. ( ) , , , Q. : Q, , , (xo,yo) (x,y).
( ).
: . Q. -Q.
-zo=(-xo, yo)
x
y zo=(xo,yo)
zo=(xo,-yo) -zo=(-xo,-yo)
3 2
4
z
1
-Q -Q
Q Q
r1
r2r3
r4
-
.. 6 .
49 2
(4) , -Q.
[ ][ ]
F zQ
z z Q z z z z z z z z
Q r r r r i Qi
ii( ) log( ) log( ) log( ) log( ) log( )
ln ln ln ln ( )
= = + + +
= + +=
1
4
0 0 0 0
1 2 3 4 1 2 3 4
2 2
2 2
.
5.7. 0.30m 100m . , 20m, K = 10-4 m/s n = 0.30. 10 l/s: () ( ) . () . () 1000 m. () . . : (), .
30m
100 m
x
y
z1= 100 z2 = -100
-QQ
z
1 2
r1 r2
Q
.
-
.. 6 .
50 2
() ( ) -Q , Q ( ).
( ) ( ) +=+=+==
iQirrQ
zQzQzzQzzQzF
2121
22
11
2loglog
2
)100log(2
)100log(2
)log(2
)log(2
)(
=
2
1ln2 r
rQ ( )212 =
Q
( ). ()
+=
===
22
21
21
1001002
112
)(
riyx
riyxQ
zzzzQ
dzdFivuzU
+= 2
22
1
1001002 r
xr
xQu
= 2
22
1
112 rrQyv .
r1 = r2 v = 0! ()
mxK
QK
QR
xK
QRR
KQHhh o
72.51000
1002ln21000
15.0ln2
1002ln2
ln21
=
=
==
, = h1 +5.72 = 35.72 m.
() Ox. ux = u/n.
dtdx
xx
nQ
xxnQ
nuux =
=
+== 22 100
10022100
11001
2 .
( ) TnQxxdt
nQdxx
T
100100
3100100
0
100
23
0
0
100
22 =
=
-
.. 6 .
51 2
2100232
QnT = =12.56x106 s = 145.44 .
:
+=
+=
+
==
xx
KQhH
xx
KQ
Rx
KQ
Rx
KQHhh
100100ln
2
100100ln
2100ln
2100ln
2
1
1
,
0 < x < 100-Ro.
5.10 .
A (1.22), (1.23)
=
oo R
RK
Qhh ln21 , (5.47)
Q K h hR R
o
o
= 2 1 ( )ln( / )
(5.48)
.
5.8. (. ) 0.007 m3/s . , . : R1 = 0.10 m, R = 1500 m, = 30 , = 10-5 m/s = 50 m.
zo
z
x
y
H ho h1
R r Ro
-
.. 6 .
52 2
= 30 m (h = 50 30 = 20 m)
h H h QK
RR
Q K hRR
o= = =221
1lnln
=0.00392 m3/s.
, (;) 250 m. 0.0035 m3/s, ( 30 m)
h H h QK
LRm
= = 22 2 ln = 9.23 m.
==RL
KQ
RR
KQh ln
2ln
21
21.18 m > 20 m. . .
5.9. .
: h = 80 m, = 50 m
R1 = 10cm, R2 = 20 cm, b = 120m
K = 7x10-5 m/s
R = 1800m ( ).
200m
150m
L
-
.. 6 .
53 2
, h1 h2 = = 50 m. (1) (2) Q1 Q2 ,
h h H QK
rR
QK
rR
= = 1 1 2 22 2 ln ln
h R H ri . (1)
h h QK
RR
QK
bR1
1 1 2
2 2= = ln ln .
(2)
h h QK
bR
QK
RR2
1 2 2
2 2= = ln ln .
(1),
sm
RRKQh /0674.0
80.966.0
ln
6030 31
11 ==== .
, (2),
sm
RRKQh /0725.0
105.966.0
ln
6030 32
12 ==== .
, (1) h1 = 30m ( )
h QK
RR
QK
bR
m Q Q11 1 2
1 22 230 44555 12314= = + ln ln . .
(2) h = 30m
h
b
R1 R2
(2)(1)
-
.. 6 .
54 2
h QK
bR
QK
RR
m Q Q21 2 2
1 22 230 12314 414 03= = + ln ln . . .
Q1 Q2 108.7 l/s (Q1= 51.5 l/s 1 Q2 = 57.1 l/s 2 ).
5.10. . L .
() 3 .
() Q;
() 1, , R, r L; : Q, h1, L, ro, R 1 = h1 - h.
, .
() ( ).
rk Qk k,
h h H QTK
rrk k
k k
o
= = 1 2 ln
Th1
L
ro ro
(3)(1)
ro
(2)
L
Q Q Q
ho
-
.. 6 .
55 2
h h H QTK
rr
QTK
rR
rR
rRk
k k
o
k= = = + + ( ) ln ln ln ln11
3 31 2 3
21 2 .
() :
h h QTK
rR
LR
LR
QTK
RL r
o
o1 3
3
222
2 2= = + +
= ln ln ln ln .
, Q, R3/2L2.
:
h QTK
rR
LR
QTK
RL r
o
o2
3
222
2= +
= ln ln ln .
, Q, R3/L2.
() , Q ,
Q Q TK hRL r
total
o
= =3 6
2
13
2
ln
.
5.11 . . , . z = 0,
+=
+=
+=
iUrQiUrrQ
UzzQzF
sin
2cosln
2
log2
)( (5.49)
cosln2 UrrQKh +== (5.50)
sin2 UrQ += (5.51)
Uz
Qdz
zdFivu +== 12
)( (5.52)
-
.. 6 .
56 2
Ur
Qu += cos1
2 sin
12 rQv = (5.53)
u
0,2
== UQr . (5.54)
= 0. 1 30, 2.43x10-5 / 7/. w u = w + u. (5.55)
1 RJM De Wiest, (1965). Geohydrology. John Wiley & Sons, 366 pp. ( 6.5)
-
.. 6 .
57 2
5.12 .
h1 ho . ( ) q (Darcy)
adxdHKaHuq == )( .
x
KaqxhxHhHKaqxKadHqdx === 11 )()( . (5.56)
x l,
KaxlqhxH o)()( += . (5.57)
l
h1 ho
K
x x
h
u
-
.. 6 .
58 2
6.
Sy (specific yield) Sr Sy = n -Sr. (6.1)
: Sya (apparent specific yield, ) .
t t+dt h h+dh . wo (m3/m2/s m/s).
6.1 Dupuit-Forchheimer ( Boussinesq)
(. ) :
(1)
),(),( fxx zxuzxu = (6.2) (2) H (x,y,z,t) Taylor h
2)()(),,,(),,,( hzOhzz
thyxtzyxhz
++=
=. (6.3)
zf = h, +zf = 0
K
thyxz f),,,(= (6.4)
( Boussinesq).
h+dh
x
z y
t+dt
t
h
wo
Qx Qx+dQx
dhh
-
.. 6 .
59 2
x
fffxx zxhKzzxuQ == ),( . (6.5)
fzzgph =+=
.
hxhKzzxuQ ffxx == ),( . (6.6)
d/dt
yxyxwyy
Qx
xQyx
thS
t oyx
ya ++==
(6.7)
( Dupuit-Forchheimer, )
( )( ) xhhK
ynxh
ynQ
yv
yhhKx
nyhx
nQx
u
yx
QQdQQQxnvhQ
xx
QQdQQQynuhQ
yy
xx
yyyyyyy
xxxxxxx
===
===
+=+==
+=+==
+
+
,
,
(6.8)
u
uxuz
zf
x
z
-
.. 6 .
60 2
=+
=+ yy
Qx
xQ
dQdQ yxyx (6.9)
+
= y
hhKyx
hhKxyx yx
(6.10)
thSw
yhhK
yxhhK
x yaoyx
=+
+
(6.11)
+=
oya wthS
yxt
1 . (6.12)
H Boussinesq . (Kx = Ky = K) Sya = n
Kn x
h hx
Kn y
h hy
wn
ht
o
+
+
= . (6.13)
Boussinesq.
ht
Kn r
h hr r
h hr r
h h wn
o= + +
+
1 12 . (6.13)
, h b, (6.13)
2
2
2
2
hx
hy
wKb
SKb
ht
o ya+ + = . (6.14)
2
2
2
2
hx
hy
SKb
ht
+ = . (6.15)
.
-
.. 6 .
61 2
6.2
. ( ) Q, ho () R ( ) h1. r H,
[ ]
=
==drdHrKH
drdHKrHrurHQ r 22)(2 . (6.16)
,
CrKQH
rdr
KQHdH +== ln
22
(6.17) r = Ro, H = ho r = R, H = h1,
CRKQh oo += ln2 CRK
Qh += ln21 . (6.18,) (18,) (17)
+=
oo R
rKQhH ln22 (6.19)
+=Rr
KQhH ln21
2
. (6.20)
h1ho
R r R
ur
r
-
.. 6 .
62 2
6.3 . (2.19) (2.20)
=
oo R
RKQhh ln221
)/ln(
221
o
o
RRhhKQ = . (6.21)
6.4 . ( Laplace)
=
+=n
ii
i CrKQH
1
2 ln . (6.22) R ( ), h1
CRKQh
n
i
i += =1
21 ln . (6.23)
, h1 R
=
=n
i
ii
Rr
KQhH
1
21
2 ln (6.24) (8.54) . 6.1
100 m. : () , Q1 = 0.01 m3/s Q2 = 0.015 m3/s Q1 = Q2 = 0.01 m3/s. () Q1 = 0.01 m3/s Q2 =
h1
2b
R1 R2
(2)(1)
-b b x
y
rr
-
.. 6 .
63 2
0.015 m3/s, Q1 = Q2 = 0.01 m3/s Q1 = - Q2 = -0.01 m3/s. : h1 = 50 m, R1 = R2 = 10cm, 2b = 100m, K = 5x10-5 m/s, R = 1500m. () [r1 = r2 = r = (b2 + y2)1/2], (Q1 Q2)
+
+=
+
+=
1500ln
105015.0
1500ln
)105(010.050
lnln
552
2121
2
rx
rx
Rr
KQ
Rr
KQhH
y (. 1.4.1). Q1=Q2=0.010
+=
+= 1500ln)105(010.0250ln2 5
221
2 rx
xRr
KQhH .
() x, xbr =1 xbr =2
+
+=
Rr
KQ
Rr
KQhH 221121
2 lnln . Q1 =0.01 m3/s, Q2 = 0.015 m3/s,
+
+= 1500ln105015.0
1500ln
105010.050 24
14
22 rx
rx
H Q1 = Q2 = 0.01 m3/s,
+
+= 1500ln105010.0
1500ln
105010.050 24
14
22 rx
rx
H Q1 = - Q2 = -0.01 m3/s.
+
= 1500ln105010.0
1500ln
105010.050 24
14
22 rx
rx
H . x (. 1.4.2, 1.4.3).
40
42
44
46
48
50
52
0 250 500 750 1000 1250 1500y (m)
H (m
)
Q1=0.01, Q2=0.015
Q1=Q2=0.010
6.4.1 Oy.
-
.. 6 .
64 2
30
35
40
45
50
55
60
-500 -400 -300 -200 -100 0 100 200 300 400 500x (m)
H (m
)Q1=0.010, Q2=0.015
Q1=-0.010, Q2=0.010
Q1=Q2=0.010
6.4.2 Ox.
30
35
40
45
50
55
60
-80 -60 -40 -20 0 20 40 60 80
Q1=0.010, Q2=0.015Q1=Q2=0.010Q1=-0.010, Q2=0.010
6.4.3 Ox
. 6.2
50m, . 50m . .
A, : () . () , 60m (. ).
5x10-5 m/s 1000m. m.
() =50m.
( )( )
( )( ) 0249.01000/50ln
5045)105(
/lnln
225
21
22
12 ===
+= x
RrhHKQ
Rr
KQhH m
3/s.
-
.. 6 .
65 2
() 60m , 60m , Q .
( ) , =60+60+50=170m, 60+60+25=145m =252=35.36m.
+=
+=
1000170ln
100050ln5045
'lnln
22
21
2
KQ
KQ
RBA
KQ
RAB
KQhH
Q
Q=0.061 m3/s > 0.025 m3/s, . 0.053 m3/s, . , 61 l/s.
B
Q60
60
-Q
50
B
60
4550
-
50
-
.. 6 .
66 2
6.3 , : () . () (. ). 10-5 m/s R = 1000m. m.
() ==(502+502)1/2=70.71m.
( )( )
( )( ) 015.01000/71.70ln
5035)10(
/lnln
225
21
22
12 ===
+= Rr
hHKQRr
KQhH m3/s.
() 90m , 90m Q . , , =(2302+502)1/2=235.37m.
+
+=
+
+=1000
37.235ln1000
71.70ln5035'lnln 22212
KQ
KQ
RBO
KQ
ROB
KQhH
Q
Q=0.0098 m3/s < 0.015 m3/s,
.
B
100
4050
O
3550
O
50O
Q Q
90
-
.. 6 .
67 2
6.5 .
ho h1. Dupuit-Forchheimer ( ) q
HdxdHKH
dxdHKHHuq =
== )( .
CxKqHdHKqdx +== 2
22
2
.
@ x = 0, H = ho 2ohC = 22 2 ohxKqH +=
@ x = l, H = h1 221 2 ohlKqh +=
ho
( )lxKqhH += 2212 , (6.25)
q
( )lxhhhH oo
221
22 += . (6.26) 1: (6.11) x = Ky = K, wo = = 0 x (/t = /y = 0) qHHuH
dxdHK
dxdHKH
dxd ===
)(0 =
. 2: (ho > h1), q. (6.25) , H > h1. , (6.26) H < h.
l
h1 ho
KH
x x
u(H)
h
-
.. 6 .
68 2
6.4
( ) 1 2 l , 1 2. h1 h2 d.
2
dH)HKdK(qdxdxdHHK
dxdHdK
dxdHHK
dxdhdKHuduqqq
21
21212121
+===+=+=
( 0 x)
( )2212112
12
211
)[()(221
2)(
)()0(
HdhKHdhdKx
q
dhHKhHddKxq
+=
+=.
() h2 > d, x=l H=h2-d
( )22212211 )()[()(221 dhdhKhhdKlq += . () h2 = d, x=l H=0
( )21211 )[()(221 dhKdhdKlq += . h2 < d, . xo .
() x > xo, ,
)(2
22
2
1oxl
hdKq
= .
l
d
h1 h2 K1
K2 H
h
xox x
u2
u1
1 2
-
.. 6 .
69 2
, x = xo H=0 (h2 = d)
( )21211 )[()(221 dhKdhdKxq o += . xo (1) (2) ( ) ( )
ldhKdhdKhdK
q2
)[()(2 2121122
21 ++= .
-
.. 6 .
70 2
1. , .., 1997. . .
2. Bear, J., 1972. Dynamics of fluids in porous media. Dover.
3. Churchill, R.V., & Brown, J.W., 1993. . . , .
4. Currie, I.G., 1974. Fundamental mechanics of fluids. McGraw-Hill.
5. Dawson, K.J., & Istok, J.D., 1991. Aquifer Testing. Design and analysis of pumping and slug tests. Lewis Publishers.
6. De Wiest, R.J.M., Geohydrology. John Wiley & Sons Inc.
7. Edelman, J.H., 1972. Groundwater hydraulics of extensive aquifers. ILRI, Wageningen, The Netherlands.
8. Harr, M.E., 1990. Groundwater and seepage. Dover.
9. McWhorter, D.B., & Sunada, D.K., 1977. Ground-water hydrology and hydraulics. Water Resources Publications, P.O. Box 303, Fort Collins, Colorado.
10. Polubarinova-Kochina, P.Ya., 1962. Theory of ground water movement. (Translated from Russian by J.M. Roger De Wiest). Princeton University Press,
11. Spiegel, M.R., 1968. Mathematical handbook of formulas and tables. Schaums Outline Series, McGraw-Hill.
12. Verruijt, A., 1970. Theory of groundwater flow. Macmillan.
-
.. 6 .
71 2
0. 2
z = x + iy , x, y (x,y) x = Re(z) ( ) y = Im(z) ( ) z, i = 1 , i = (0,1) ... .
0.1 . : z1 = z2 x1 = x2 y1 = y2 : z1+z2 = (x1+x2, y1+y2)
: z1z2 = (x1x2-y1y2, y1x2+ x1y2) : z1+z2 = z2 + z1
z1z2 = z2 z1
z1 +(z2 + z3) = (z1 + z2)+z3
z1 (z2 + z3) = z1z2 + z1z3
z + 0 = z ; 0 = (0,0)
z 1 = z ; 1 = (1,0) z - z
z + (-z) = 0; z = (-x, -y).
z1 - z2 = (x1-x2, y1-y2). z z-1
z z-1 = 1,
22222222
1 ; yxrryi
rx
yxyi
yxxz +==++=
=
21
2
1 1z
zzz
1 1 1
1 2 1 2z z z z=
2 Churchill, R., & Brown, J., (1993). . .
-
.. 6 .
72 2
0.2 z = x + iy z x iy= . I .
z z z z1 2 1 2+ = + z z z z1 2 1 2=
zz
zz
1
2
1
2
=
Re ( ), Im ( )z z z zi
z z= + = 12
12
z z z x y= = +2 2 2
0.3 .
0.4 .
x = r cos y = r sin
)sin(cos iriyxz +=+= ( )z z r r i1 2 1 2 1 2 1 2= + + +cos( ) sin( )
( )zz
rr
i12
1
21 2 1 2= + cos( ) sin( )
z1
x
y
z2
z1+z2
z1-z2
z = (x,y) z = x+iy
x
y
z
z = (x,y)
x
y
r
-
.. 6 .
73 2
0.5 E ,
ei = cos + isin. , z
z = rei = r (cos + isin). ,
z z r e r e r r ei i i1 2 1 2 1 21 2 1 2= = + ( ) 1 1 1z re r
eii= =
zz
rr
ee
rr
ei
ii1
2
1
2
1
2
1
2
1 2= =
( ) .
0.6
)sin(cos)exp( yiyeeeez xiyxz +=== .
)exp()exp()exp( 2121 zzzz += zz ee
dzd =
0.7 w = logz
)2(loglog kirz ++= . r (r = z ( = Arg z) (Argument) . (k = 0, 1, 2, ).
0.8 n-
+++==n
kin
krzz nnn 2sin2cos/1 k = 0, 1, 2, n-1. , k > n-1. : 3 1 . = (0 < 2)
+++==32sin
32cos1)1(1 33/13 kik ; k = 0, 1, 2
-
.. 6 .
74 2
)31(21
3sin
3cos1 iic +=+=
132sin
32cos2 =+++= ic
)31(21
34
34cos3 iic =+++= .
k > 2.
0.9 F(z) zo
.)()(
lim)(''0 z
zFzzFdzdFzF oo
zzz
oo
+== =
.
0.10 . F(z) = +i zo, dF/dz .
( ) ( )( )
dFdz
ddz
ix
ix
ix
iyi i
y y
= + = + = +
= + = +
.
( ).
0.11 Cauchy - Riemann. F(z) = (x,y) +i(x,y) ,
x y=
y x= .
F(z) z-zo< r zo,
....)(!2
1)()()( 222
+++===
ozz
ozz
o zzdzFdzz
dzdFzFzF
oo
H Taylor F(z) zo.
-
.. 6 .
75 2
1. - (2-D) (x,y)
uy
vx
= =
, .
( )
ux
vy x y y x
+ = =2 2
0 .
A dx/u = dy/v
+ = = + =vdx udyx
dxy
dy d( )0
.
d = 0, u dy = v dx, u/v = dx/dy, = .
= .
1 2
12 ===+
=
===
A
B
AB
B
A
B
A
B
A
B
A
B
A
B
A
d
dyy
dxx
dxx
dyy
dxvdyudS)nu(Q
, 1 2
Q = 2 - 1.
=1
=2
n
VdS dx
dy v
u dx
dy dS
-
.. 6 .
76 2
(x,y)
yv
xu
== , .
vdyudxdyy
dxx
d +=+=
.
( = )
d udx vdy dydx
uv
= = + = 0 .
( = )
dxdu
dyv
= ,
.
( ) ( ) = + + = + + = + =o o o x i y j x i y j ui v j vi u j uv vu 0
,
= = = =
vx
uy x y
0 02
2
2
22 ( Laplace).
, ,
00 222
2
2
==+=+yxy
vxu
( Laplace).
Laplace , . Bernoulli.
-
.. 6 .
77 2
2. 2-D .
ux y
vy x
= = = =
, ( Cauchy - Riemann).
F(z)
F z x y i x y( ) ( , ) ( , )= + . F(z) ,
W z dFdz
Fx
x yx
i x yx
u iv( ) ( , ) ( , )= = = + =
.
F(z), .
3. 2-D .
3.1 .
F = Uz
dFdz
U u iv= =
u = U, v = 0
.
3.2 .
F = -iVz
ivuiVdzdF ==
u = 0, v = V
.
x
y U
x
y
V
-
.. 6 .
78 2
3.3 .
F = V e-i z = V (cos - i sin) z
dFdz
V iV u iv= = cos sin u = V cos, v = V sin
.
, = 0, F(z) = Vz , = 90, F(z) = -iVz, .
4. (SOURCE), (SINK) (VORTEX).
4.1
m. ur, (u = 0).
RcRur =)(
=== 20
2
0
2 cRdRcdRum r .
c = m/2, m
zmzF log2
)( = )log(2)( ozzmzF =
zo .
uru
v
x
y
= =
x
y V
-
.. 6 .
79 2
2log
2)log(
2)( mirmremzF i +== ,
irez = ,
rm log2= ,
2m= .
= r = ( )
= = ( ).
( )
sincos12
12
12
)(log2
)()(
ir
m
er
mz
mdz
zdmdz
zdFivuzW
i
=
==
===
( )r
mr
mvuur 2sincos1
2sincos 22 =+=+=
( ) 0cossinsincos12
cossin =+=+= rmuuu .
, . zo
)log(2
)( ozzmzF =
( )r
mr
mvuur 2sincos1
2sincos 22 =+==
( ) 0cossinsincos12
cossin === rmuuu .
-
.. 6 .
80 2
4.2 .
zo
)log(2
)( ozzizF = zo = 0
rizizF log22
log2
)( == z = rei.
cos1
2sin1
2)()(
ri
rdzzdFivuzW ===
sin1
2 ru =
cos1
2 rv = .
0sincos12
sincos12
sincos =+=+= rrvuur ( )
rruvu 2sincos
12
sincos 22 =+== .
H zo
=====
222
2
0
2
0
RdR
dRudsuKC
o .
, .
u
uv
x
y
= =
-
.. 6 .
81 2
2)(Re== zF ,
= o.
rzF log2
)(Im ==
r = .
4.3 .
/n
+=+=== iniURnUReURUzzF nninnn sincos)( , n 1. , n = 1 , x, .
nURn cos= nURn sin= .
= 0 ( = 0 = /n).
( ) ivueninURnnURdz
zdFzW inn =+== sincos)()( 11 .
ur = nURn-1 cos n u = nURn-1 sin n.
0 < < /2n, ur > 0 u < 0.
/2n < < /n, ur < 0 u < 0.
=0
=0
=
=
U
uur
/n /2n
-
.. 6 .
82 2
4.4 .
- () m. , x x = 0 . Laplace ( ), -
+=+=
zzmzmzmzF log
2)log(
2)log(
2)(
/ z ,
32
2
21
...11/1
11/1/1
+
++=
+
++
+=
+=
+=+
zO
zz
zzzzzzz
zz
)21log(2
)(z
mzF += , 2 /z
-
.. 6 .
83 2
22),( yxxyx +=
22),( yxyyx +=
.
= , 22
2
22
=
++yx
(0, -/2) /2 .
)2sin2(cos)()( 22
22 iReRzdzzdFivuzW i =====
2cos2Ru = 2sin2Rv = .
x
y