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1 . 0
3.0
height tube (m)
degree of filling
fraction theor. D
0.9
2.5
0.8
2.0
0.7
1.5
0.6
1.0
0.5
0.5
0.0
0.4
4
6
8
10
12
14
16
circumference tube cross-section (m)
Figure 5.8 Calculated dimensions of the geotextile tube above water as a function of the degree of
filling. Assumed unit weight 20 kN/m 3 for pressure on the upper side of the geotextile tube
during the filling 5 kPa (Note: this figure applies only for 5 kPa. The degree of filling, height
and circumference of the geotextile tube are thus related to each other as above).
1.0
3.0
0.9
2.5
0.8
2.0
0.7
1.5
0.6
1.0
height tube (m)
degree of filling
fraction theor. D
0.5
0.5
0.4
0.0
4
6
8
10
12
14
16
circumference tube cross-section (m)
Figure 5.9 Calculated dimensions of the geotextile tube below water as a function of the degree of
filling. Assumed unit weight 10 kN/m 3 for overpressure on the upper side of the geotextile
tube during the filling 5 kPa (Note: this figure applies only for 5 kPa. The degree of filling,
height and circumference of the geotextile tube are thus related to each other as above).
 
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