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Innovative Drydock Expansions - NSRP

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<strong>Innovative</strong> Expansion of Dry Dock Facilities<br />

plus Other Innovations in Dry Dock Design<br />

<strong>NSRP</strong> All-Panel Meeting<br />

April 24, 2013<br />

Stuart White<br />

Director of Shipyard Infrastructure, Maritime & Waterways<br />

Steve Maguire<br />

Principal Consultant, First Marine International


Presentation Content<br />

<br />

<br />

<br />

<br />

<br />

Royal HaskoningDHV<br />

First Marine International (FMI)<br />

Trends in Ship Sizes<br />

Dry Dock Expansion Options<br />

Case Study - Resent Dock<br />

Widening and Lengthening<br />

Project<br />

Other Dry Dock Innovations<br />

<br />

<br />

<br />

Equilibrium Filling Valves<br />

Dewatering Pumps<br />

Dock Gates<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 2<br />

24 April 2013


Royal HaskoningDHV<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

Global consultancy: design, engineering, and project<br />

management services provider<br />

Leader in sustainability and innovation<br />

Top 10 of independently owned, non-listed companies<br />

Top 40 worldwide design consultancy<br />

Sales in excess of $900 million (USD)<br />

7,000 experienced and diverse team members<br />

Leading professionals in our fields<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 3<br />

24 April 2013


Shipyard Life Cycle Services<br />

<br />

<br />

Global leader in shipyard design<br />

Experience of complete shipyard life cycle<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

Market research<br />

Feasibility studies<br />

Concept design<br />

Detailed design<br />

Construction supervision<br />

Shipyard operations<br />

Benchmarking<br />

Performance improvement<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 4<br />

24 April 2013


First Marine International (FMI)<br />

Formed in 1991<br />

Acquired by Royal Haskoning in 2008<br />

Clients: Shipyards, Governments, Others<br />

Worked in Over 50 Countries<br />

US Industry Benchmarking (1995, 2000, 2005, 2007)<br />

Support Directly to US Shipbuilders/<strong>NSRP</strong><br />

Market research<br />

Strategic planning<br />

Facilities development<br />

Benchmarking and performance improvement<br />

Pre-production operations development<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 5<br />

24 April 2013


Shipping Trends Affecting Dry Dock Size<br />

<br />

FMI market analysis shows increased numbers of larger<br />

ships worldwide<br />

Capesize bulk carriers > 80%<br />

Post-panamax container ships > 60%<br />

Panamax bulk carriers > 45%<br />

Suezmax bulk carriers > 25%<br />

Larger ships have<br />

highest growth rate<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 6<br />

24 April 2013


Larger Ships Calling in US Waters<br />

Over 110,000 vessel moves in the US Gulf each year<br />

Panama Canal beam limit from 32m (106’) to 49m (161’)<br />

Facilities world-wide reacting to trend for larger ships<br />

Panamax<br />

New<br />

Panamax<br />

LENGTH<br />

BEAM<br />

10 15 20 25<br />

DRAFT<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 7<br />

24 April 2013


Options for <strong>Drydock</strong> Expansion<br />

<br />

<br />

<br />

<br />

<br />

Existing facilities often very constrained<br />

Dock lengthening Options<br />

<br />

<br />

<br />

<br />

Carried out behind intermediate gate or bund<br />

Timed to suit dock operations<br />

Dock Widening Options<br />

Use existing dock profile (if possible)<br />

Widening of entrance difficult<br />

Dock Deepening Options<br />

<br />

<br />

Deeper sill formed within dock<br />

Dock walls and drainage system tricky<br />

Ideally expansion works completed whilst existing facility<br />

remains operational<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 8<br />

24 April 2013


Case Study: Dock Widening and Lengthening<br />

<br />

<br />

<br />

<br />

<br />

<br />

Leading International Ship Repair facility expansion<br />

Previous dock area: 355m x 60m extended to 400m x 64m<br />

New maximum vessel width of 60m<br />

Captures larger market share of VLCC’s<br />

Maersk Triple-E Class now accommodated<br />

Dock expansion carried out with dock in use<br />

Enlargement cost comparatively good value<br />

Dock entrance can be widened without complete closure<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 9<br />

24 April 2013


Shipyard Expectations<br />

<br />

<br />

<br />

<br />

Keep the dock in use for as long as possible<br />

<br />

<br />

Minimise construction time<br />

Kept existing head wall in place<br />

Dock used as a wet berth while the gate is out and entrance<br />

modifications carried out<br />

Replace all Mechanical and Electrical (M&E) services<br />

Maintain use of ‘temporary’ M&E services throughout<br />

construction period<br />

<br />

<br />

Modified one half of the dock’s M&E at a time<br />

Installed temporary substations<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 10<br />

24 April 2013


Case Study<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 11<br />

24 April 2013


Dock Extension<br />

Dock Lengthening<br />

Extended Section<br />

Broken Longitudinal Section<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 12<br />

24 April 2013


Dock Extension Construction<br />

<br />

<br />

Buried Concrete Diaphragm Walls<br />

Ground Anchors used to reduce construction footprint<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 13<br />

24 April 2013


Dock Extension Construction<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 14<br />

24 April 2013


Dock Widening<br />

Cope Dock Arm Rail Detail<br />

Transverse Cross Section<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 15<br />

24 April 2013


Dock Widening<br />

Concrete Legend<br />

Existing to remain<br />

To be removed<br />

To be added<br />

Cope Dock Arm Rail Detail<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 16<br />

24 April 2013


Dock Widening Construction<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 17<br />

24 April 2013


Dock Entrances<br />

<br />

<br />

<br />

<br />

<strong>Innovative</strong> solution needed to avoid dock closure and large<br />

entrance cofferdams<br />

Limpet dams therefore used<br />

<br />

Dock could be used as a wet berth<br />

Gate widening<br />

<br />

<br />

<br />

Winch capacity kept the same<br />

Sheaves re-used<br />

Gate bearings re-used<br />

Concrete Sealing Face<br />

<br />

<br />

Vertical stainless steel plate<br />

Adjustment Rolled Steel Angles (RSAs)<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 18<br />

24 April 2013


Limpet Dams<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 19<br />

24 April 2013


Dock Entrances<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Sectional Plan of Limpet Dam and<br />

Meeting Face<br />

Page 20<br />

24 April 2013


Dock Gate<br />

<br />

<br />

Spanning flap gate on open hinges<br />

New gate constructed using existing hinges<br />

Gate Elevation<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 21<br />

24 April 2013


Dock Gate<br />

Typical Gate Section<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 22<br />

24 April 2013


Construction Phasing<br />

<br />

<br />

<br />

<br />

<br />

Phasing of construction critical to project success<br />

Shipyard needs to plan operations around contractor and<br />

visa versa to limit construction downtime and shipyard<br />

disturbance<br />

Replacement of M&E and need for temporary supplies has<br />

to be carefully phased and managed<br />

Crane and lifting restrictions to be planned<br />

Flexibility and cooperation from all parties needed<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 23<br />

24 April 2013


Case Study: Conclusions<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

Expansion of existing facilities are often very challenging<br />

Investment value likely to be high<br />

<strong>Innovative</strong> design work often required<br />

Planning and construction sequencing critical to success<br />

Construction space, waste and movement of materials<br />

needs to be well managed<br />

Cooperation and flexibility from Shipyard and Contractor<br />

The continued use of the facility during construction can be<br />

achieved<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 24<br />

24 April 2013


Other Dry Dock Design Innovations:<br />

Pump Syphonic Discharge<br />

Typical section through Pumphouse<br />

Purpose of Syphon:<br />

<br />

Syphonic effect means pumping head<br />

is only to tide level, not to crest of<br />

pipe or higher level<br />

<br />

Pipe crest above sea level prevents<br />

water back flowing into dock and<br />

avoids large diameter valve<br />

<br />

Initial higher energy to create syphon<br />

then reduces to ‘working’ energy<br />

<br />

Syphon breaker installed to prevent<br />

reverse flow (electrically operated)<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 25<br />

24 April 2013


USE OF SUBMERSIBLE PUMPS FOR DOCK<br />

DEWATERING (1) :<br />

Typical section through Pumphouse<br />

<br />

Mixed flow submersible pumps<br />

recently introduced as an economical<br />

alternative to large impeller pumps<br />

<br />

Suitable for smaller repair docks or<br />

building docks (speed of dewatering<br />

is less critical)<br />

<br />

Pumps easily removed/replaced for<br />

maintenance<br />

<br />

Capacities up to 11,000m 3 /hr<br />

(4 such pumps could typically empty a dock of size<br />

300mx40m in under 3 hours)<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 26<br />

24 April 2013


USE OF SUBMERSIBLE PUMPS FOR DOCK<br />

DEWATERING (2) :<br />

Further economies available where two building docks are located together –<br />

pumps can be transferred between shafts of each dock by crane, or sharing<br />

the discharge culvert as a flooding culvert:<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 27<br />

24 April 2013


Recent Developments in Dry Dock Design<br />

CONTAMINATED WATER REMOVAL<br />

Shipyards now obliged<br />

to avoid discharging<br />

contaminants to sea<br />

Recent development of<br />

contaminant removal<br />

system - dirty water<br />

routed via drainage<br />

channel to dedicated<br />

pump which discharges<br />

to storage tank or onsite<br />

treatment works<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 28<br />

24 April 2013


DOCK FLOODING VALVES<br />

Equilibrium Filling Valve - simple<br />

and reliable device to control dock<br />

flooding<br />

Located in dock abutment(s)<br />

Steel cylinder lifts vertically above<br />

an orifice by hydraulic ram<br />

Minimal mechanical effort due to<br />

equal pressure around cylinder<br />

Closes under self weight under<br />

full flow<br />

Typically one or two installed<br />

- low maintenance<br />

Sections through EFV<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 29<br />

24 April 2013


DOCK ENTRANCE SILT JETTING<br />

Flap gate recess outside dock entrance often prone to siltation<br />

RH often incorporates jetting pipes in sill, connected to dewatering pump<br />

discharge pipe<br />

Each time dock is dewatered, jetting pipes discharge water under<br />

pressure to clear silt from gate recess<br />

For large silt depositions, install dedicated silt pump for frequent jetting<br />

Jetting pipes in use in Cammell Laird dock, UK<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 30<br />

24 April 2013


Inverted ‘T’ Gates<br />

<br />

<br />

Docks wider than approx 90m<br />

(300ft) gates cannot easily<br />

span<br />

RH pioneered inverted ‘T’ gate<br />

- gravity structure<br />

Reversible after ship docking -<br />

fully maintainable whilst in<br />

service<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 31<br />

24 April 2013


Inverted T Gates<br />

<br />

3 designed in Korea<br />

including the worlds longest<br />

at 131m<br />

Recently 2 in China and 4<br />

in Brazil<br />

<strong>NSRP</strong> Conference<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

Page 32<br />

24 April 2013


ANY <strong>NSRP</strong> Conference QUESTIONS?24<br />

Page 33<br />

<strong>Innovative</strong> Dry Dock Facility <strong>Expansions</strong><br />

April 2013

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