~L5l
s
'-'
.8 1.0
g
Q)
>
I:: 0.5
g
U
0.0
0
' """' 0
S
' - '
~
-2
"0
-4
~
~
-6
~
-8
0
longshore current velocity
longshore transport volume
per metre of beach
width per hour (numerical model)
50
100
150
200
current water level
.....
'-'---'1 '
250
300
350
400
450
current bottom profile
,- r-,---T---,-----,
r-T
50
100
150
200
250
300
350
400
450
Distance from offshore grid origin (m)
0.8
~
S
0.6 ;;;S
'-'
0.4
ci
>
00.2
m
....
f-0.0
Fig. 8.21: Calculated distribution of the longshore transport across the beach induced
by wave approaching at the angle
20 o
(adapted from
(Xl
Ol
r:.n
CD
0.S'
(1)
~
~
~
'0
o
,.,
M5'
o
o
?:>
[J)
Me:...
N
o
::l
CD
Massel, B.,
1998)
c..o
o
~
s
'-'
.8 1.0
g
Q)
>
I:: 0.5
g
U
0.0
0
' """' 0
S
' - '
~
-2
"0
-4
~
~
-6
~
-8
0
longshore current velocity
longshore transport volume
per metre of beach
width per hour (numerical model)
50
100
150
200
current water level
.....
'-'---'1 '
250
300
350
400
450
current bottom profile
,- r-,---T---,-----,
r-T
50
100
150
200
250
300
350
400
450
Distance from offshore grid origin (m)
0.8
~
S
0.6 ;;;S
'-'
0.4
ci
>
00.2
m
....
f-0.0
Fig. 8.21: Calculated distribution of the longshore transport across the beach induced
by wave approaching at the angle
20 o
(adapted from
(Xl
Ol
r:.n
CD
0.S'
(1)
~
~
~
'0
o
,.,
M5'
o
o
?:>
[J)
Me:...
N
o
::l
CD
Massel, B.,
1998)
c..o
o
~