Vuyk Engineering Rotterdam B.V.Naval architects, Marine engineers, Consultants
P.O. Box 1, De Linie 7
2900 AA Capelle aan den IJssel
Phone +31 (0)10 450 25 00
Fax +31 (0)10 458 72 45
Email [email protected]
Website www.vuykrotterdam.com Values are for presentation only
Principal dimensions 76,02 m
72,50 m
14,50 m
5,00 m
4,57 m
Description of system
Length overall
Length b.p.p.
Breadth moulded
Depth moulded
Draft at dredging mark
Hopper capacity
Hopper load
Suction pipe diameter
Dredging depth, maximum
VER project 07.021
Hydraulic crane split hopper
dredger VLAANDEREN
XXI
Introduction The split hopper dredger 'Vlaanderen XXI' is frequently engaged in gravel dredging
with delivery of the gravel to various North Sea ports between Le Havre, France
and Flushing, The Netherlands. For unloading in the various ports, the Operational
Manager used its own mobile hydraulic crane, traveling by road between these
ports. This became highly unpractical, therefore the Belgian owner DEME decided
to equip the vessel with its own hydraulic crane.
Capacity
To install the Sennebogen hydraulic crane with grab, Vuyk Engineering Rotterdam
was ordered to redesign the deck area for the conversion.
Due to the split hopper discharge system, the crane support had to be placed on
one side of the hopper and as close as possible to the centre line of the vessel.
A construction was created in the centre of the hopper area to support the crane
foundation on SB side. The existing overflow duct had to be relocated to the centre
of the hopper. To avoid contact between the crane and overflow duct during
splitting, the overflow was also placed on the SB side.
The large hole in the construction, serving as crane foundation warranted a FEM
calculation to ensure the necessary strength in all directions.
1 635 m³
2 289 t
650 mm
33,00 m
Vuyk Engineering Rotterdam B.V.Naval architects, Marine engineers, Consultants
P.O. Box 1, De Linie 7
2900 AA Capelle aan den IJssel
Phone +31 (0)10450 25 00
Fax +31 (0)10458 72 45
Email [email protected]
Website www.vuykrotterdam.com Values are for presentation only
The loading piping was redesigned, because of the relocation of the overflow duct
and the limitation of the original system for sand and silt only.
Loading openings were positioned at the fore and aft side of the hopper area .
Overboard discharges with grids were created to wash a substantial amount of
sand overboard before the gravel enters the hopper.
Finally an inclining test was conducted and a new stability booklet, approved by the
Flagstate Authorities, could be handed over to the Operational Manager.
Early September 2007, the vessel's trails were successfully executed and the
vessel is now fully operational again.
VER project 07.021
Hydraulic crane split hopper
dredger VLAANDEREN
XXI
VER Scope of works On behalf of DEME Building Materials, the following engineering was performed by
Vuyk Engineering Rotterdam for this conversion:
� Inclination test and stability calculations
� Finite Element Method calculations for foundations hydraulic crane
� Re-arrangement of delivery pipes above deck
� Check of vessels's longitudinal strength
� Re-integration of vessel's hopper overflow system