|
Type of waterway |
Class (l) |
Motor trading ships and boats |
Pushed configuration |
Max. heightunder bridges (m) (4) |
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|
Main characteristic of vessel |
Main characteristic of vessel |
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|
length (m) |
height (m) |
draught (m) (2) |
tonnage (t) |
length (m) |
height (m) |
draught (m) (2) |
tonnage (t) (3) |
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|
Local |
I |
38,5 |
5,05 |
1,80 |
250-400 |
|
|
|
|
2,20-4,00 |
|
|
II |
50-55 |
6,60 |
2,50 |
400-650 |
|
|
|
|
4,00-5,00 |
|
|
III |
67-70 |
8,20 |
2,50 |
650-1000 |
|
|
|
|
4,00-5,00 |
|
International |
IV |
80-85 |
9,50 |
2,50 |
1000-1500 |
85 |
9,50 |
2,50-2,80 |
1250-1450 |
5,25 nebo7,00 (5) |
|
|
Va |
95-110 |
11,40 |
2,50 |
1500-2400 |
95-110 |
11,40 |
2,50-2,80 |
1600-1850 |
5,25 nebo 7,00 (5) |
|
|
Vb |
|
|
2,80 |
|
172-185 |
11,40 |
2,50-2,80 |
3200-3700 |
|
|
|
VIa |
|
|
|
|
95-110 |
22,80 |
2,50-4,50 |
3200-6000 |
7,00 nebo 9,10 |
|
|
VIb |
|
|
|
|
185-195 |
22,80 |
2,50-4,50 |
6400-12000 |
7,00 nebo 9,10 |
|
|
VIc |
|
|
|
|
270-280 |
22,80 |
2,50-4,50 |
9600-18000 |
9,10 |
|
|
VII |
|
|
|
|
|
|
|
|
|
Notes to table:
The class of waterway is defined by projection proportions of boats or pushed configurations
Specification of draught for the particular waterway should be identified with regarding to local conditions.
Stated data are characteristic for configuration with the most often loading capacity using on given waterways.
With regarding to safety distance which is about 30 cm between the upper point of vessel or carried cargo and lower played toll construction.
For transportation of containers are approved the following data:
The first mark is stated according to the present situation, the second one- with regarding to incoming changes and in some cases-to the present situation.