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Seine-Scheldt project. Flemish view. Decision 93/630/CEE. Realisation missing links and elimination bottlenecks CEMT class of 1992 for international connections minimum class IV (1350 tons) for modernisation: minimum class Va (2000 tons) for new construction: class Vb (3000 to 6000 tons). - PowerPoint PPT Presentation
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Seine-Scheldt project
Flemish view
Decision 93/630/CEE
Realisation missing links and elimination bottlenecks
CEMT class of 1992 for international connections– minimum class IV (1350 tons)– for modernisation: minimum class Va
(2000 tons)– for new construction: class Vb (3000 to
6000 tons)
Decision 884/2004/EC
priority sections:– navigability improvements Deûlémont - Ghent– new canal Compiègne - Cambrai
Improvements: 54 km river Lys + 26 km canals
01.000.0002.000.0003.000.0004.000.0005.000.0006.000.000
Menen
Lock Menenupstream
dow nstream
01.000.0002.000.0003.000.0004.000.0005.000.0006.000.000
St Baafs Vijve
Lock St.Baafs-Vijveupstream
dow nstream
02.000.0004.000.0006.000.0008.000.000
10.000.000
Evergem
Lock Evergemupstream
dow nstream
01.000.0002.000.0003.000.0004.000.0005.000.0006.000.000
Ooigem
Lock Ooigem
upstreamdow nstream
01.000.0002.000.0003.000.0004.000.0005.000.0006.000.000
Harelbeke
Lock Harelbekeupstreamdow nstream
Dimensions existing locks
Length Width Depth
Evergem 136 m 16,0 m 4,25 m
St-B-Vijve 136 m 16,0 m 3,50 m
Harelbeke 115 m 12,5 m 3,50 m
Menen 195 m 12,5 m 4,50 m
Comines 185 m 12,5 m 4,50 m
Construction of new locks
Reason:– Dimensions class Vb
Length: 210 m (230 m)Width: 12,5 m (25 m)Depth: 4,7 m (5 m)
– Comfort capacity existing locks (“operation regime B”, 24 hours a weekday)Harelbeke: 5,2 M tons/yearSint-Baafs-Vijve: 10 M tons/year(Evergem: 7,7 to 12,3 M tons/year, depending
on measures of equal arrival)
Lock Evergem: under construction
4,00
4,50
5,00
5,50
6,00
6,50
7,00
7,50
8,00
8,50
9,00
9,50
10,00
Brug te
St.
Eloois
-Vijv
e N77
2
Brug v
an S
t. Elo
ois-V
ijve
Sluis
te S
t. Baa
fs-V
ijve
Zultebru
g
Olsen
ebru
g
Mac
helen
brug
Spoorweg
brug te
Mac
helen
Vaartb
rug
Krom
meb
rug
Voetgan
gersb
rug te
Nev
ele
Nevel
ebru
g
Brug in
E 4
0
Landeg
embru
g
Spoorbru
g te L
andeg
em
Mer
endre
ebru
g
Schip
donkbru
g
Durmen
brug
Lovendeg
embru
g
Biers
talb
rug
Nieuwe
Kaleb
rug (W
16)
Sluis
te E
verg
em
Heinak
kerb
rug (S
6)
Waa
lbru
g (W 1
7)
Brug in
R4
Spoorweg
brug (S
7)
Evers
tein
brug (W
18)
Free heightGhent-Terneuzen Canal to Roeselare-Lys Canal
Hoogte 1B Hoogte 2B
3 layerscontainers
4,00
4,50
5,00
5,50
6,00
6,50
7,00
7,50
8,00
8,50
9,00
9,50
10,00
Brug te
War
neton
Brug te
Com
ines
Balokk
enbru
g te W
ervi
k
Brug v
an W
ervi
k in
RW
304
Pont d'H
allu
in
Brug v
an M
enen
Brug te
Men
en in
N 3
2
Brug v
an W
evel
gem-L
auwe
Viadukt
te W
evel
gem in
A 1
7
Brug te
Bis
segem
in R
8
Brug te
Bis
segem
-Mar
ke
Spoorweg
brug 3
Duik
ers
Brug te
Kortr
ijk in
R8
Kuurneb
rug te
Har
elbek
e
Sluis
te H
arel
beke
Hogebru
g te H
arel
beke
Brug te
Har
elbek
e N36
Brug v
an O
oigem
-Des
selg
em
Free heightRoeselare - Lys Canal
to Deûlémont
Hoogte 1B Hoogte 2B
3 layers containers
Improvements of the Lys river
Leie
Profile– deepening
with 1 m– 7 mooring
places for one way traffic
Lys and Diversion Canal of the Lys
Two way traffic– class Va or Vb (3,5 m) – class IV (3,0 m)– class Va (≤3,0 m) – class Va (≤3,0 m)
One way traffic– class Va (>3,0 m) – class Va (>3,0 m)– class Vb – class Vb
Improvements of the Northern Section of the Circular
Canal around Ghent
Industrial area– rectangular
profile– quay walls at
both banks
Ring Canal
Ghent – Ostend Canal and Northern Section of the Circular Canal Ghent
Two way traffic– class V (3,5 m) – class V (3,5 m)– mooring places on both sides (only on the
Circular Canal of Ghent)
Planning
Spring 2009
– Finish lock Evergem
– Start rest of the works
First Circular Canal of Ghent
Project completed in 2016