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Approach Channels – A Guide for Design
Progress of MarCom Working Group 49/121
Dr Mark McBride
HR Wallingford Ltd
© HR Wallingford 2011
Page 2
PIANC guidance on channel design
Brief history
• 1972 - Working Group 2 of the PIANC International Oil
Tankers Commission (IOTC)
• 1980 - Working Group 4 of PIANC International Commission
for the Reception of Large Ships (ICORELS)
• 1985 - Working Group of PTC II “Underkeel clearance for
large ships in maritime fairways with hard bottom”
• 1995 - Working Group 30, a joint PIANC-IAPH group in co-
operation with IMPA and IALA, published preliminary
guidelines, followed by:
• 1997 - "Approach Channels – A guide for design”
© HR Wallingford 2011
Page 3
Approach Channels – A Guide for Design
© HR Wallingford 2011
Page 4
Working Group 49
Replace existing guidelines, so title is:
• “Harbour Approach Channels – Design Guidelines”
Brief:
• Review, update and, where appropriate, expand on
the design recommendations in the WG30 1997 report
• Consider recent developments in simulation and
other design tools
• Consider sizes and handling characteristics of new
generation vessels
© HR Wallingford 2011
Page 5
Membership
Comprises:
• Maritime engineers
• Naval architects
• Scientists
• Port engineers
• Maritime pilots (IMPA)
• IAPH representatives
• IALA cooperation
• 3 members from WG30
20 members from:
• Australia
• Belgium
• Canada
• Finland
• France
• Germany
• Japan
• The Netherlands
• South Africa
• Spain
• UK
• USA
© HR Wallingford 2011
Page 6
Working Group 49
Received support from:
• International Association of Ports and Harbours (IAPH)
• International Maritime Pilots Association (IMPA)
• International Association of Marine Aids to Navigation and
Lighthouse Authorities (IALA)
• Institute for Water Resources, USA
• US Naval Academy
• USACE
• Coastal Development Institute of Technology (Japan)
• Akishima Laboratories (Mitsui Zosen) (Japan)
• HR Wallingford, UK
© HR Wallingford 2011
Page 7
Working Group 49
Other resources:
© HR Wallingford 2011
Page 8
Working Group 49
Asked to prioritise:
• Vertical motions of ships in channels
• Vertical clearances under bridges, overhead cables, etc. (air
draught)
• New and future generation ship characteristics
• Acceptable levels of risk and clearance margins
• Methods for assessing operating limits
• Use of ship navigation simulation in channel design
• Manoeuvring limits in adverse conditions, e.g. consider tug
effectiveness at speed and in waves
• Restrictions on pilot boarding, tug attachment/ detachment
© HR Wallingford 2011
Page 9
Working Group 49
Work undertaken:
• Examined requirements, scope and resources
• Reviewed WG30 1997 report
• Have adopted a modified 1997 channel width design
method, despite considering several other possible
methods (eg. the design standards of Spain and Japan)
• Identified new structure for document, keeping
empirical methods for conceptual design and
recommended methodologies for detailed design
• Three sub-groups formed to focus on the specific areas
(Vertical, Horizontal and “General/Everything else”)
• 14 meetings held
© HR Wallingford 2011
Page 10
Working Group 49
New report structure:
• 1997 guidelines had main sections on “Concept design” and
“Detailed design”
• New guidelines separate vertical (Chapter 2) and horizontal
(Chapter 3) aspects
• Conceptual and detailed design issues within each main
chapter
• Design ship dimensions updated for larger and new generation
vessel sizes (Appendix C)
• Recognise that designer needs to think through process,
rather than having a “black box” solution
© HR Wallingford 2011
Page 11
Channel design
Guidance provides:
• Conceptual design empirical methods:
− Width – Sum of ship beams, modified WG30 method
− Depth – New initial estimate method and “intermediate”
calculation methods included
• Guidance on detailed design methods
• Emphasise results of conceptual design empirical
methods are not a final design
• Expect conceptual design to be conservative
• Optimise using detailed design methods described in
the guidelines
© HR Wallingford 2011
Page 12
Channel design
Vertical dimensions
• Re-introduce modified 1985 depth components:
© HR Wallingford 2011
Page 13
Channel design
Squat – What method to use?
© HR Wallingford 2011
Page 14
Squat – Appendix D
Appropriateness of methods
Code ID
Configuration Constraint
U R C Fnh CB S B/T h/T hT/h L/B L/T
Tuck (1966) Y Y Y Fnh
2+
Huuska/Guliev
(1976)
Y Y Y ≤ 0.7
0.6 -
0.8
2.19
- 3.5
1.1 -
2.0
0.22 -
0.81
5.5 -
8.5
16.1 -
20.2
ICORELS
(1980)
Y (Y)
≤ 0.7
VCr
0.6 -
0.8
2.19
- 3.5
1.1 -
2.0
0.22 -
0.81
5.5 -
8.5
16.1 -
20.2
Barrass3
(2004)
Y Y Y V
2 0.5 -
0.85
0.1 -
0.25
1.1 -
1.4
Eryuzlu2
(1994)
Y Y Fnh
2+
≥ 0.8
2.4 -
2.9
1.1 -
2.5
6.7-
6.8
Römisch
(1989)
Y Y Y
V
2+
,
VCr
2.6 1.19-
2.25
8.7 22.9
Yoshimura
(1986)
Y Y Y V
2 0.55
- 0.8
2.5 -
5.5
≥ 1.2
3.7 –
6.0
Notes:
1. Y=Yes
2. Only h/T enforced for Römisch formula.
3. Only Barrass3 and Römisch predict stern squat SS explicitly. Others predict maximum
squat, whether at bow or stern.
4. V
2
: Squat a function of square of velocity
5. V
2+
: Squat a function of more than square of velocity
6. Fnh
2+
: Squat a function of more than square of Fnh.
7. VCr : Squat a function of critical speed VCr.
8. ICORELS sometimes used in Restricted channel although originally developed for
Unrestricted.
© HR Wallingford 2011
Page 15
Channel design
Horizontal aspects – Take into account:
• Width in straight sections
• Width through bends
• Curvature of bend
• Channel / manoeuvring area layout
• Ship length – Inherent in considering ship beam
• Shallow water
• Space for tugs
• 2-way channels
© HR Wallingford 2011
Page 16
Channel design
Horizontal aspects
• Assessed other methods, in
particular, design standards of
Spain and Japan
• Kept conceptual method similar to
WG30 1997 method, but modified
• Still need site specific / design
ship specific parameters
• Detailed design considers semi-
probabilistic and probabilistic
methods
• Range of existing channels used
for comparison
© HR Wallingford 2011
Page 17
Horizontal aspects – Conceptual design
Comparison - 1997 and 2011 versions (1)
© HR Wallingford 2011
Page 18
Horizontal aspects – Conceptual design
Comparison - 1997 and 2011 versions (2)
© HR Wallingford 2011
Page 19
Horizontal aspects – Conceptual design
Comparison - 1997 and 2011 versions (3)
© HR Wallingford 2011
Page 20
Channel design
Other aspects covering
• Aids to navigation (Chapter 4) – Defer to IALA
• Risk management and analysis (Chapter 5)
• Training issues (Chapter 5)
• Operational rules and limits (Chapter 5)
• Winter navigation and channel design (Chapter 5)
• Environmental issues (Chapter 5)
© HR Wallingford 2011
Page 21
PIANC Working Group 49
Production
• 80% draft presented to and
reviewed by MarCom - 2013
• Some final drafting undertaken
• Took account of MarCom
comments
• Final review by IAPH, IMPA,
IALA and MarCom
• Now published – January 2014
Approach Channels – A Guide for Design

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Pianc guide on channel design

  • 1. Approach Channels – A Guide for Design Progress of MarCom Working Group 49/121 Dr Mark McBride HR Wallingford Ltd
  • 2. © HR Wallingford 2011 Page 2 PIANC guidance on channel design Brief history • 1972 - Working Group 2 of the PIANC International Oil Tankers Commission (IOTC) • 1980 - Working Group 4 of PIANC International Commission for the Reception of Large Ships (ICORELS) • 1985 - Working Group of PTC II “Underkeel clearance for large ships in maritime fairways with hard bottom” • 1995 - Working Group 30, a joint PIANC-IAPH group in co- operation with IMPA and IALA, published preliminary guidelines, followed by: • 1997 - "Approach Channels – A guide for design”
  • 3. © HR Wallingford 2011 Page 3 Approach Channels – A Guide for Design
  • 4. © HR Wallingford 2011 Page 4 Working Group 49 Replace existing guidelines, so title is: • “Harbour Approach Channels – Design Guidelines” Brief: • Review, update and, where appropriate, expand on the design recommendations in the WG30 1997 report • Consider recent developments in simulation and other design tools • Consider sizes and handling characteristics of new generation vessels
  • 5. © HR Wallingford 2011 Page 5 Membership Comprises: • Maritime engineers • Naval architects • Scientists • Port engineers • Maritime pilots (IMPA) • IAPH representatives • IALA cooperation • 3 members from WG30 20 members from: • Australia • Belgium • Canada • Finland • France • Germany • Japan • The Netherlands • South Africa • Spain • UK • USA
  • 6. © HR Wallingford 2011 Page 6 Working Group 49 Received support from: • International Association of Ports and Harbours (IAPH) • International Maritime Pilots Association (IMPA) • International Association of Marine Aids to Navigation and Lighthouse Authorities (IALA) • Institute for Water Resources, USA • US Naval Academy • USACE • Coastal Development Institute of Technology (Japan) • Akishima Laboratories (Mitsui Zosen) (Japan) • HR Wallingford, UK
  • 7. © HR Wallingford 2011 Page 7 Working Group 49 Other resources:
  • 8. © HR Wallingford 2011 Page 8 Working Group 49 Asked to prioritise: • Vertical motions of ships in channels • Vertical clearances under bridges, overhead cables, etc. (air draught) • New and future generation ship characteristics • Acceptable levels of risk and clearance margins • Methods for assessing operating limits • Use of ship navigation simulation in channel design • Manoeuvring limits in adverse conditions, e.g. consider tug effectiveness at speed and in waves • Restrictions on pilot boarding, tug attachment/ detachment
  • 9. © HR Wallingford 2011 Page 9 Working Group 49 Work undertaken: • Examined requirements, scope and resources • Reviewed WG30 1997 report • Have adopted a modified 1997 channel width design method, despite considering several other possible methods (eg. the design standards of Spain and Japan) • Identified new structure for document, keeping empirical methods for conceptual design and recommended methodologies for detailed design • Three sub-groups formed to focus on the specific areas (Vertical, Horizontal and “General/Everything else”) • 14 meetings held
  • 10. © HR Wallingford 2011 Page 10 Working Group 49 New report structure: • 1997 guidelines had main sections on “Concept design” and “Detailed design” • New guidelines separate vertical (Chapter 2) and horizontal (Chapter 3) aspects • Conceptual and detailed design issues within each main chapter • Design ship dimensions updated for larger and new generation vessel sizes (Appendix C) • Recognise that designer needs to think through process, rather than having a “black box” solution
  • 11. © HR Wallingford 2011 Page 11 Channel design Guidance provides: • Conceptual design empirical methods: − Width – Sum of ship beams, modified WG30 method − Depth – New initial estimate method and “intermediate” calculation methods included • Guidance on detailed design methods • Emphasise results of conceptual design empirical methods are not a final design • Expect conceptual design to be conservative • Optimise using detailed design methods described in the guidelines
  • 12. © HR Wallingford 2011 Page 12 Channel design Vertical dimensions • Re-introduce modified 1985 depth components:
  • 13. © HR Wallingford 2011 Page 13 Channel design Squat – What method to use?
  • 14. © HR Wallingford 2011 Page 14 Squat – Appendix D Appropriateness of methods Code ID Configuration Constraint U R C Fnh CB S B/T h/T hT/h L/B L/T Tuck (1966) Y Y Y Fnh 2+ Huuska/Guliev (1976) Y Y Y ≤ 0.7 0.6 - 0.8 2.19 - 3.5 1.1 - 2.0 0.22 - 0.81 5.5 - 8.5 16.1 - 20.2 ICORELS (1980) Y (Y) ≤ 0.7 VCr 0.6 - 0.8 2.19 - 3.5 1.1 - 2.0 0.22 - 0.81 5.5 - 8.5 16.1 - 20.2 Barrass3 (2004) Y Y Y V 2 0.5 - 0.85 0.1 - 0.25 1.1 - 1.4 Eryuzlu2 (1994) Y Y Fnh 2+ ≥ 0.8 2.4 - 2.9 1.1 - 2.5 6.7- 6.8 Römisch (1989) Y Y Y V 2+ , VCr 2.6 1.19- 2.25 8.7 22.9 Yoshimura (1986) Y Y Y V 2 0.55 - 0.8 2.5 - 5.5 ≥ 1.2 3.7 – 6.0 Notes: 1. Y=Yes 2. Only h/T enforced for Römisch formula. 3. Only Barrass3 and Römisch predict stern squat SS explicitly. Others predict maximum squat, whether at bow or stern. 4. V 2 : Squat a function of square of velocity 5. V 2+ : Squat a function of more than square of velocity 6. Fnh 2+ : Squat a function of more than square of Fnh. 7. VCr : Squat a function of critical speed VCr. 8. ICORELS sometimes used in Restricted channel although originally developed for Unrestricted.
  • 15. © HR Wallingford 2011 Page 15 Channel design Horizontal aspects – Take into account: • Width in straight sections • Width through bends • Curvature of bend • Channel / manoeuvring area layout • Ship length – Inherent in considering ship beam • Shallow water • Space for tugs • 2-way channels
  • 16. © HR Wallingford 2011 Page 16 Channel design Horizontal aspects • Assessed other methods, in particular, design standards of Spain and Japan • Kept conceptual method similar to WG30 1997 method, but modified • Still need site specific / design ship specific parameters • Detailed design considers semi- probabilistic and probabilistic methods • Range of existing channels used for comparison
  • 17. © HR Wallingford 2011 Page 17 Horizontal aspects – Conceptual design Comparison - 1997 and 2011 versions (1)
  • 18. © HR Wallingford 2011 Page 18 Horizontal aspects – Conceptual design Comparison - 1997 and 2011 versions (2)
  • 19. © HR Wallingford 2011 Page 19 Horizontal aspects – Conceptual design Comparison - 1997 and 2011 versions (3)
  • 20. © HR Wallingford 2011 Page 20 Channel design Other aspects covering • Aids to navigation (Chapter 4) – Defer to IALA • Risk management and analysis (Chapter 5) • Training issues (Chapter 5) • Operational rules and limits (Chapter 5) • Winter navigation and channel design (Chapter 5) • Environmental issues (Chapter 5)
  • 21. © HR Wallingford 2011 Page 21 PIANC Working Group 49 Production • 80% draft presented to and reviewed by MarCom - 2013 • Some final drafting undertaken • Took account of MarCom comments • Final review by IAPH, IMPA, IALA and MarCom • Now published – January 2014
  • 22. Approach Channels – A Guide for Design