After the decision was taken that a
barrier had to be installed in
the Europort area, the location had then
to be decided. There proved to be many
possibilities. The various possible
locations were evaluated in terms of
reliability, shipping traffic,
technological requirements, time, cost and
wider social considerations such as
harmonisation with the landscape and
implications for commercial activity.
1. Construction of 1-meter high dyke on
the Rozenburg peninsula from the southern
abutment of the New Waterway Storm Surge
Barrier towards Rozenburg.
2. Reinforcement of the southwestern
portion of the water defense system around
Rozenburg. Elevation of existing dyke. The
Europort Barrier then runs from Rozenburg
across the Botlekweg. At the Welplaatweg
the barrier joins up with the A15 via the
eastern slope.
3. The route then runs to the Hartel
Bridge. In the vicinity of the bridge a
moveable storm surge barrier - the Hartel
Barrier - is built in the Hartel Canal.
The Hartel Locks are fitted with new lock-
gates and new operating equipment and the
outer head is elevated. The number of
temporary mooring sites for vessels is
increased. The Hartel Barrier is also
fitted with a guard in order to protect
the barrier from large and heavy floating
debris, such as empty containers. In
addition a new control building is added
to operate the barrier and the lock.
4. The Brielse Maas Dyke has to be
elevated by 2.5-3 meters between the
Hartel Barrier and the Suurhoff Bridge.
Pipeline crossings in the Brielse Maas
Dyke are modified. Bank and toe protection
are extended both upwards and downwards.