The berths distribution designed in the Reconditioning Project of the Canal de la Fontana (318 berths from 5 to 9 meters long, susceptible to be modified according to the changes that may be introduced in the Project) favors a high occupation of the water mirror, which optimizes its use, as it guarantees a high level of performance of the facilities. This optimization is a required condition of the design, due to the high level of berths demand that needs to be satisfied by our center.
For this reason, it has been decided to choose bow-to or stern-to berths with lateral levers in almost all the Canal area, although there are also alongside berths. One of the numerous advantages of the bow-to or stern-to berths, despite its higher cost, is the possibility of eliminating the anchorage train, which maximizes the effective width of the navigation canal delimited by the mooring posts.
Mooring Length
5,25
5,5
5,75
6
6,25
6,5
6,75
7
7,25
8,05
8,1
Mooring Breadth
2,6
2,65
2,7
2,75
2,85
2,85
2,85
2,95
3
3
3
M2 del mooring
13,65
14,575
14,525
15,52
16,5
17,8125
18,525
19,2375
20,65
21,75
24,15
Docking procedure
PUNTA
PUNTA
PUNTA
PUNTA
PUNTA
PUNTA
PUNTA
PUNTA
PUNTA
COSTADO
COSTADO
Maximum allowed length of the boat (meters)
5
5,25
5,5
5,75
6
6,25
6,5
6,75
7
7,25
7,25
Maximum allowed beam of the boat (meters)
2,30
2,30
2,35
2,40
2,60
2,60
2,60
2,60
2,60
2,80
2,80