BASIC COASTAL ENGINEERING Part 3 doc
BASIC COASTAL ENGINEERING Part 3 doc
... lines approach the caustic
−40
35
30
−25
−20
−15
−10
−5
Figure 4.5. Wave refraction diagram for 7 s wave from S 30 8 E. (Sorensen, 19 93. )
88 / Basic Coastal Engineering
du
ds
¼
1
C
sin u
dC
dx
À ... unity.
1000
100
T
√g/d
10
1-10
−0.1
1-10
−1
1-10
−10
1-10
−100
k
2
10 100
L
2
H / d
3
1000
0.1
0.2
0.01
0 .3
0.5
H/d=0.78
Figure 3. 1. Solution for basic parameters of cnoidal w...
BASIC COASTAL ENGINEERING Part 1 doc
... is available
from the Library of Congress
ISBN-10: 0 -38 7- 233 32-6 ISBN-10: 0 -38 7- 233 33- 4 (e-book)
ISBN- 13: 978 038 7 233 321 ISBN- 13: 978 038 7 233 38
Printed on acid-free paper.
ß2006 Springer ScienceþBusiness ... surface proWles and particle orbits.
20 / Basic Coastal Engineering
BASIC
COASTAL
ENGINEERING
Third Edition
ROBERT M. SORENSEN
ROBERT M. SORENSEN
Department o...
BASIC COASTAL ENGINEERING Part 6 doc
... 1.80
1.70 2.05 2.07 2.27 1 .39 2 .39 2.51 0.82 1.86 2.07 3. 07 1.66 3. 10
2.94 3. 00 1 .39 3. 11 1 .39 1. 53 2 .37 1.16 2.56 2.84 4. 53 3 .31 1.58
1.46 2 .37 2.26 4.48 1 .33 2. 53 1 .37 3. 35
Plot the above data ... Parameters,’’ Coastal
Engineering, Vol. 1, March, pp. 17 30 .
192 / Basic Coastal Engineering
1 À P(H) ¼ e
À(H=H
rms
)
2
(6:5)
Since H
s
¼ 1:416H
rms
[Eq. (6.3a)]...
BASIC COASTAL ENGINEERING Part 8 docx
... 092 N=m
This force acts at a distance of
0:5 þ
(3: 5 þ0:95 þ:015)
3
¼ 2: 03 m
230 / Basic Coastal Engineering
Technical Paper 82-4, U.S. Army Coastal Engineering Research Center, Ft. Belvoir,
VA.
HelWnstine, ... 20:86 m and k ¼ 0 :30 13. Then
Eq. (7.17) yields
Dz ¼
p(0:95)
2
20:86
coth (0 :30 13) 4 ¼ 0:15 m
and Eq. (7.16) yields a maximum bottom dynamic pressure of
p
d
¼
9810(0...
BASIC COASTAL ENGINEERING Part 10 docx
... 44–47, 217, 233 , 237 ,
254–255, 261, 30 3
Wave setup and setdown, 30 35
Wave, shallow water, 17, 34 , 40, 53 –54, 64,
91, 114–115, 117–118, 125, 130 ,
132 – 133 , 1 43, 182, 211, 260, 30 0,
30 3 30 4
Wave spectrum, ... 86, 1 73, 238
Resonance, 117, 119, 122, 124, 128,
130 – 133 , 136 – 138 , 158–159, 239 , 30 4
Return period, 71, 139 –140, 178–179,
187–190, 221–222, 234 , 239
Rev...
Advanced Biomedical Engineering Part 3 docx
... ρ
23
x
ρ
23
x
ρ
21
xy
ρ
21
xy
ρ
22
xy
ρ
22
xy
ρ
23
xy
ρ
23
xy
ρ
31
x
ρ
31
x
ρ
32
x
ρ
32
x
1 ρ
tt
ρ
31
xy
ρ
31
xy
ρ
32
xy
ρ
32
xy
ρ
33
xy
ρ
33
xy
ρ
31
x
ρ
31
x
ρ
32
x
ρ
32
x
ρ
tt
1 ρ
31
xy
ρ
31
xy
ρ
32
xy
ρ
32
xy
ρ
33
xy
ρ
33
xy
ρ
11
xy
ρ
11
xy
ρ
21
xy
ρ
21
xy
ρ
31
xy
ρ
31
xy
1 ... ρ
12
y
ρ
12
y
ρ
13
y
ρ
12
y
ρ
12
xy
ρ
12
xy
ρ
22
xy
ρ
22
xy...
Visual Basic 6 Vovisoft part 3 doc
... TextBox
bằng đoạn mã như sau:
Private Sub Form_KeyPress(KeyAscii As Integer)
If KeyAscii = 13 Then ' Nếu nút bấm là Enter
SendKeys "{TAB}" ' giả mạo gởi nút Tab
KeyAscii ... như
sau cho Textbox txtTen:
Private Sub txtTen_KeyPress(KeyAscii As Integer)
If KeyAscii = 13 Then ' Nếu nút bấm là Enter
Error!
Cách nén các files trong một folder thành một z...
BASIC COASTAL ENGINEERING Part 2 pptx
... ¼
9:81(10)
2
2p
tanh
2p(10)
L
which can be solved by trial to yield L ¼ 93: 3 m. Then, k ¼ 2 p= 93: 3 ¼ 0:06 73 m
À1
and from Eq. (2 .38 )
n ¼
1
2
1 þ
2(0:06 73) (10)
sinh (2(0:06 73) (10)
¼ 0:874
With K
r
¼ 1, Eq. (2.42) yields
H ... Journal, Waterway, Port, Coastal and Ocean Engineering Division,
American Society of Civil Engineers, July/August, pp. 30 7 32 5.
Sorensen, R.M. (1978)...
BASIC COASTAL ENGINEERING Part 4 pptx
... 1.00
10 0.08 0.08 0.10 0. 13 0.20 0.52 1.14 1.07 0.96 0.98 1.01 1.00 1.00
u ¼ 90
1/2 0 .31 0 .31 0 .33 0 .36 0.41 0.49 0.59 0.71 0.85 0.96 1. 03 1. 03 1.00
1 0.22 0. 23 0.24 0.28 0 .33 0.42 0.56 0.75 0.96 ... 0.19 0.21 0. 23 0.27 0 .33 0. 43 0.57 0.76 0.95 1.04 1.00
2 0. 13 0. 13 0.14 0.14 0.17 0.20 0.26 0.16 0.55 0. 83 1.07 1. 03 1.00
5 0.08 0.08 0.08 0.09 0.11 0. 13 0.16 0.27 0...
BASIC COASTAL ENGINEERING Part 5 pdf
... idealized
basins.
Coastal Water Level Fluctuations / 131
d Dx DS
w
d þSDS
w
3. 66 2750 0.14 5.74
8.68 1840 0.04 10.72
11.88 1 834 0 0 .39 13. 53
14.17 22 930 0. 43 15 .39
17 .37 2290 0.04 18.55
21.95 34 400 0.44 ... Distance (m)
7 .31 2750
10.05 4590
13. 72 22 930
14.62 45860
20.12 48150
23. 97 82550
25.60 100890
27. 43 107710
36 .57 121 530
54.86 144460
73. 15 181150
91. 43 1...