Ashik and Novakow: Numerical Modelling of Storm Surges in the Laptev Sea
21
100
/
,
80
,
/
60
40
a)
140
20
120
, I
0
100
80
b) \
220
E
60
~
200
Q)
40
:>
180
Ql
2
160
0
140
-20
\
120
c) \
-40
100
-60
80
60
/
"40
-~-- - 1
20
- - - - 2
0
/
,/
-20
26-Sep 27-Sep
28-Sep
29-Sep
30-Sep
1-0ct
Figure 2: The oscillations of the sea level (I - observed, 2 - computed) in September 1989, at Terpiay-Tumsa
Cape (a), Tiksy Bay (b) and Nayba (c).
where k j = _h_ h = 0.25 * 1.212 Wg ,
h+ I'
a = 41.26exp(-o.07W g )--11.27exp(-o.48Wg )'
The matrix equations (II) were solved by the Gauss elimination method and the successive
21
100
/
,
80
,
/
60
40
a)
140
20
120
, I
0
100
80
b) \
220
E
60
~
200
Q)
40
:>
180
Ql
2
160
0
140
-20
\
120
c) \
-40
100
-60
80
60
/
"40
-~-- - 1
20
- - - - 2
0
/
,/
-20
26-Sep 27-Sep
28-Sep
29-Sep
30-Sep
1-0ct
Figure 2: The oscillations of the sea level (I - observed, 2 - computed) in September 1989, at Terpiay-Tumsa
Cape (a), Tiksy Bay (b) and Nayba (c).
where k j = _h_ h = 0.25 * 1.212 Wg ,
h+ I'
a = 41.26exp(-o.07W g )--11.27exp(-o.48Wg )'
The matrix equations (II) were solved by the Gauss elimination method and the successive
