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TIDE-INTEGRATED SEDIMENT TRANSPORT IN
TIDAL CHANNELS AND EFFECT OF CHANNEL
DEEPENING
Effect of deepening the Rotterdam Waterway on turbidity
maximum
2 November 2016
© Arcadis 2016
Outline
 Study area
 Results Delft3D model
 Conclusions
© Arcadis 2016
Rotterdam Waterway
 Ship canal from Rotterdam to North Sea
 Artificial mouth of river Rhine
 Length of 20 km
 Width 480-675 m
 Depth 14.5-16 m below NAP
 Started in 1866 (150 years!), opened in 1872
 Stairway line (trapjeslijn) 1970
 Closing off Haringvliet 1970
 Flood protection system Maeslantkering (1997)
 Mean tidal range 1.7 m
 Discharge 500-4500 m3/s
 Sand D50 = 200-350 µm
 Mud 10-35%
Botlek
Hoek van Holland
© Arcadis 2016
Bed level
 Hoek van Holland NAP-16 m
 Botlek NAP-14.5 m
© Arcadis 2016
Dredging volumes in Rotterdam Waterway
 1970’s: ~2x106 m3 per year
 2010’s: ~0.5x106 m3 per year
 Change in dredging and disposal strategy
 Staircase line (trapjeslijn)
 Haringvliet closed off
© Arcadis 2016
Residual current
Hoek van Holland Botlek
© Arcadis 2016
© Arcadis 2016
© Arcadis 2016
Computed mud concentrations
Van Rijn (2007)
transport module
in Delft3D
(mud and sand)
Agrees with
measurements
50% discharge
1 mud fraction
1 sand fraction
© Arcadis 2016
Deepening
© Arcadis 2016
Peak flood velocities
© Arcadis 2016
Extra siltation
© Arcadis 2016
Effect on mud concentrations
However:
Import increases
slightly
Effect on long
term?
© Arcadis 2016
 Mud transport along Rotterdam Waterway is non-saturated transport over a mainly sandy bed
 Mud concentrations in ETM are supplied by the river and from sea
 Deepening increases salinity intrusion and causes larger peak flood velocities at seaward side of
deepened stretch
 Initially, deepening Nieuwe Waterweg around Botlek results in small landward shift of turbidity maximum but
not in increase of maximum
 Deepening results in larger sedimentation rates in harbour basins
 However, deepening also results in slightly more mud import
 Start MSc research: effects on bed composition and turbidity on long term (years)
Conclusions
© Arcadis 2016
Arcadis.
Improving quality of life.
© Arcadis 2016
Staircase line
© Arcadis 2016
Discharge as function of Rhine discharge
0
500
1000
1500
2000
2500
3000
3500
4000
4500
5000
0 2000 4000 6000 8000 10000 12000 14000
Lokaleafvoer[m3/s]
Bovenrijnafvoer [m3/s]
Nieuwe Waterweg Nieuwe Maas Oude Maas
© Arcadis 2016
Suspended sediment concentrations
Source: De Nijs (2012)
© Arcadis 2016
Depth-averaged concentrations
Source: Snippen et al. (2005)

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DSD-INT 2016 Effects of deepening of the Rotterdam Waterway - Grasmeijer

  • 1. TIDE-INTEGRATED SEDIMENT TRANSPORT IN TIDAL CHANNELS AND EFFECT OF CHANNEL DEEPENING Effect of deepening the Rotterdam Waterway on turbidity maximum 2 November 2016
  • 2. © Arcadis 2016 Outline  Study area  Results Delft3D model  Conclusions
  • 3. © Arcadis 2016 Rotterdam Waterway  Ship canal from Rotterdam to North Sea  Artificial mouth of river Rhine  Length of 20 km  Width 480-675 m  Depth 14.5-16 m below NAP  Started in 1866 (150 years!), opened in 1872  Stairway line (trapjeslijn) 1970  Closing off Haringvliet 1970  Flood protection system Maeslantkering (1997)  Mean tidal range 1.7 m  Discharge 500-4500 m3/s  Sand D50 = 200-350 µm  Mud 10-35% Botlek Hoek van Holland
  • 4. © Arcadis 2016 Bed level  Hoek van Holland NAP-16 m  Botlek NAP-14.5 m
  • 5. © Arcadis 2016 Dredging volumes in Rotterdam Waterway  1970’s: ~2x106 m3 per year  2010’s: ~0.5x106 m3 per year  Change in dredging and disposal strategy  Staircase line (trapjeslijn)  Haringvliet closed off
  • 6. © Arcadis 2016 Residual current Hoek van Holland Botlek
  • 9. © Arcadis 2016 Computed mud concentrations Van Rijn (2007) transport module in Delft3D (mud and sand) Agrees with measurements 50% discharge 1 mud fraction 1 sand fraction
  • 11. © Arcadis 2016 Peak flood velocities
  • 13. © Arcadis 2016 Effect on mud concentrations However: Import increases slightly Effect on long term?
  • 14. © Arcadis 2016  Mud transport along Rotterdam Waterway is non-saturated transport over a mainly sandy bed  Mud concentrations in ETM are supplied by the river and from sea  Deepening increases salinity intrusion and causes larger peak flood velocities at seaward side of deepened stretch  Initially, deepening Nieuwe Waterweg around Botlek results in small landward shift of turbidity maximum but not in increase of maximum  Deepening results in larger sedimentation rates in harbour basins  However, deepening also results in slightly more mud import  Start MSc research: effects on bed composition and turbidity on long term (years) Conclusions
  • 17. © Arcadis 2016 Discharge as function of Rhine discharge 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 0 2000 4000 6000 8000 10000 12000 14000 Lokaleafvoer[m3/s] Bovenrijnafvoer [m3/s] Nieuwe Waterweg Nieuwe Maas Oude Maas
  • 18. © Arcadis 2016 Suspended sediment concentrations Source: De Nijs (2012)
  • 19. © Arcadis 2016 Depth-averaged concentrations Source: Snippen et al. (2005)