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Deurganckdok lock

Wim De Cock MAR COM 03 february 2015

Deurganckdock lock Major Studies

© Vlaamse Overheid - TOD – AMS

Deurganckdok lock Major studies 1. General plan - Project options 2. Necessity (SCBA) 3. EIA 4. Studies 1.

Nautical access 2.

Hydraulics 3.

Geotechnical aspects 4.

Design 5. Risk management

General plan

Deurganckdock lock General plan 2 e

Deurganckdock lock General plan Varianten 1.

Inbreidingsscenario 2.

Deurgancksluis met twee varianten

Variante 1: 500 x 68 x -17,80 TAW Variante 2: 500 x 68 x -12,58 TAW

Deurganckdoksluis General plan

NAUTICAL ACCESS

Deurganckdock lock Nautical Access

Flanders hydraulics •

Simulator studies

Deurganckdock lock Nautical Access

Main Ore (200 000 tons DWT bulk) 335m x 52m, T=16.36m (op) / 9.9m (sea) S-klasse (container) 352m x 42.8m, T=14m 12000 TEU (container) 366m x 48.8m, T=14.5 en 12m Design ship new post-panamax Locks Panama

Deurganckdock lock Nautical Access

20

Deurganckdock lock Nautical Access

Adapted layout access channel Waaslandhaven 21

Deurganckdock lock Nautical Access

Wheel fender design

deuk [m] tijd [s]

Deurganckdock lock Nautical Access

Wheel fender design

Deurganckdock lock Hydraulics

Flanders Hydraulics •

F/E : short lateral culverts

In situ measurements in Berendrecht lock (500X68X-13,58)

Deurganckdock lock Hydraulics

Flanders Hydraulics •

Mud transport : mud catching pit + discharge channel

Deurganckdock lock Hydraulics

Mud catching pit

Deurganckdock lock Hydraulics

Mud catching pit

Deurganckdock lock Geotechnics

Soil investigation Oude baggergeul

Deurganckdock lock Geotechnics

Monitoring

 

Ground water :

 

54 observatory drills with divers vertical displacement outside water retaining wall Soil + constructions :

Inclinometer: ciment-bentonite wall (8), lockwalls (4 )

Expansion of the clay layer

Deurganckdock lock Geotechnics

Monitoring

INCLINOMETERS: horizontal displacement

Deurganckdock lock Geotechnics

Expansion of the clay layer

Excavation -> deloading clay layer -> slow expansion of the clay layer.

Deurganckdock lock

VERTICAL

Deurganckdock lock Geotechnics

HORIZONTAL FBG-Glas fiber(WTCB) FBG-glasvezel (WTCB) ‘classical’ rod extensometer SAAF GeoDetect S-Br: optical fibre in geotextile

W ES T

Deurganckdock lock Geotechnics

Soil investigation

Dwarssnede langsheen deurloop OO ST

Deurganckdock lock Design

Bovenbouw