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NAVAL LIGHTERAGE R&D PROGRAM 30 JANUARY 2002 Sealift Support Program Office Naval Facilities Command.

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Presentation on theme: "NAVAL LIGHTERAGE R&D PROGRAM 30 JANUARY 2002 Sealift Support Program Office Naval Facilities Command."— Presentation transcript:

1 NAVAL LIGHTERAGE R&D PROGRAM 30 JANUARY 2002 Sealift Support Program Office Naval Facilities Command

2 2 AGENDA ACTD Lesson’s Learned Navy R&D Accomplishments Plans For Next 12 Months Replacement System Questions?

3 3 ACTD LESSON’S LEARNED ISO sized modules increased weight/assembly time Structure needed to be strengthened for SS5 survivability Needed to improve alignment guides Flexible connections required for larger platforms Rigid connectors required strengthening and safety improvement Additional fendering required for safety Mooring and anchoring improvements required Additional speed and bollard pull required Deck jewelry and increased winch capacity required Interface with legacy systems critical Bow ramp deployment improvements required

4 4 NAVY LIGHTERAGE R&D ACCOMPLISHMENTS Designed improved rigid connector Automated development of flexor connector Designed alignment wedge for improved assembly Reduced weight by complete redesign of modules and alternate material evaluation Increased module strength based on hydrodynamic analyses/modeling Improved power module with fendering, deck jewelry, and deck winch upgrades Improved platform speed and bollard pull by optimizing hull form, propulsion system, and reducing weight Manufacturing 3 prototype modules for test at sea

5 5 IMPROVED RIGID CONNECTORS Designed by NSWCCD Carderock Remote activation/manual backup Improves safety through SS3 Provides greater load transfer to hull Fabricated by CG Yard Load tested at NSWCCD Oct-Nov 01 Government patent pending Incorporates all ACTD lessons learned SS5 survivable Incorporated in 3 prototype modules NSWCCD developing alignment/capture device works in conjunction with connectors to assist connection process

6 6 IMPROVED RIGID CONNECTORS

7 7 ALIGNMENT/CAPTURE DEVICE

8 8 FLEXIBLE CONNECTORS Required every 160’ to reduce sea state loads Sea State 5 survivable Designed by NFESC from existing NL flexor connectors Includes remote activation/manual backup Adapted shear connection as alignment device for high sea states At-sea testing scheduled Mar – Apr 02

9 9 NEW GENERATION DECK WINCH Prototype procurement by NSWCCD Philadelphia (NAVSSES) Manufacturer – InterOcean Systems Company, San Diego, CA Delivery scheduled Feb 02 At-sea testing scheduled Mar 02 Replaces obsolete deck winch on SLWT –Same footprint –Increased load to 30,000 lbs –Increased capacity –Increased wire rope size to 1-1/4” –Larger and stronger capstan –Quieter

10 10 NEXT GENERATION DECK WINCH

11 11 ARTICULATING A-FRAME Designed by NFESC and NAVSSES Provides extension from 3 feet aft of WT bow to 5 feet forward of bow Improves operator safety Increased rated load to 30,000 lbs

12 12 SPANNING RAMP Concept development by NFESC Must permit rolling stock to move between platforms and craft Must be self contained, packaged in ISO flat-rack Must be Sea State 3 capable Must ensure ramp break-over angle permits traffic by all vehicles

13 13 WARPING TUG/CF POWER MODULE One piece unit 24’W x 8’H x 90’L WT and CFPM use similar hull form and propulsion system 2X more power than existing units Bow thruster to provide better maneuverability (WT Only) Improved handling –Pusher pads, better fendering, hogging-in winches (WT Only) Calculated maximum craft speed full load: 11 KTS Current module weight estimates – WT 121 LT, CF 119 LT

14 14 WARPING TUG

15 15 CF POWER MODULE

16 16 WARPING TUG COMPARISON DimensionsWeightBow Thruster SpeedBollard Pull SLWT21’ X 84’ X 5’104 LTNo7 kts12,000 lbs WT24’ X 90’ X 8’121 LTYes11 kts24,000 lbs

17 17 NON-POWERED MODULE TYPES 8’W x 8’H x 40’L ISO modules too lively/heavy Redesigned to larger 24’W x 8’W x 80’L to reduce weight and improve safety/assembly Four Non-powered module types - Bow ramp - Combination (male/female) - Intermediate - Ramp Improved rigid/flexor connectors and alignment wedge

18 18 BOW RAMP MODULE 24’W x 8’H x 80’L In concert with flexible connectors and hull shape, will provide for dry ramp on a 1:50 beach gradient Module will provide a bow thruster for greater maneuverability around vessels and control in cross-current Ramp break-over angle will permit all vehicles to transverse without incident Female Flex Connection Bow Thruster Stowed Ramp Rake Angle= 3:20 Sloping Deck @ 7 Deg Gunwale Male Flex Connection 8’ Ramp Length 18’

19 19 BOW RAMP MODULE

20 20 COMBINATION MODULE (MALE/FEMALE) FlexorRigid connector Female end Male end - 24’W x 8’H x 80’L each - Provides stable FC/RRDF platforms

21 21 INTERMEDIATE MODULE - 24’W x 8’H x 80’L - Provides flexibility to accommodate a variety of platform configurations Flexor Male end Female end

22 22 RAMP END MODULE FlexorRamp - 24’W x 8’H x 80’L - Component of RRDF and Floating Causeway to accommodate watercraft interface

23 23 NSWCCD COMPOSITE MODULE Detailed design by NSWCCD 24’ W x 8’ H x 40’ L with rigid connectors at both ends ½ Length Fabrication by Litton Ingalls Shipbuilding, Gulfport, MS Delivery scheduled Feb 02 40’ Design 80’ Design (extrapolated values) Module weight107,000 lbs (47.8 LT)165,000 lbs (73.7 LT) Light Draft23”17” Max load with 4 ft freeboard 121,000 lbs (54.0 LT)300,000 lbs (134 LT)

24 24 NSWC COMPOSITE MODULE CONSTRUCTION

25 25 NSWC COMPOSITE MODULE CONSTRUCTION

26 26 ART ANDERSON COMPOSITE COMBINATION MODULE Detailed design by AAA with support from fabricator (Goodrich EPP) under phase II of SBIR 24’ W x 8’ H x 40’ L Combination Module – ½ Length Monocoque design/foam filled Phase III SBIR awarded Oct 23 01 Delivery scheduled Apr 02 40’ Design 80’ Design (extrapolated values) Module weight121,232 lbs (54.1 LT)209,331 lbs (93.5 LT) Light Draft25”22” Max load with 4 ft freeboard 102,638 lbs (45.8 LT)243,452 lbs (109 LT)

27 27 AAA COMPOSITE MODULE

28 28 STEEL COMBINATION MODULE Designed by US Coast Guard Yard, Curtis Bay, MD 24’ W x 8’ H x 80’ L Combination Module Design validation by ABS Fabrication by USCG Yard Completion scheduled Feb 02 80’ Steel module Module weight190,800 lbs (85.2 LT) Light Draft20” Max load with 4 ft freeboard 274,200 lbs (122.4 LT)

29 29 U.S. COAST GUARD YARD STEEL MODULE CONSTRUCTION

30 30 COMPARISON NON-POWERED MODULES DimensionsWeightSSUnloaded Draft LoadLoaded Free- Board NL CIN21’ X 90’ X 5’66 LT215”89 LT12” USCG Steel CM24’ X 80’ X 8’85.2 LT320”122.4 LT48” NSWC Composite CM 24’ X 80’ X 8’73.7 LT317”134 LT48” AAA Composite CM24’ X 80’ X 8’93.5 LT322”109 LT48”

31 31 250’ CAUSEWAY FERRY Power module flexed to (1) intermediate module flexed to (1) bow ramp module PMIMBRM

32 32 CAUSEWAY/BARGE FERRY COMPARISONS DimensionsCapacitySpeedBollard Pull NL Barge Ferry 21’ X 266’ X 5’205 LT3 kts12,000 lbs CF Steel24’ X 250’ X 8’280 LT11 kts24,000 lbs CF Composite24’ X 250’ X 8’290 LT11+ kts24,000 lbs

33 33 fcm mcm 1200’ FLOATING CAUSEWAY IM mcm (2) CM IMRM (2) CM FLOATING CAUSEWAY KIT 2- RM- ramp module (80’) 5- IM- intermediate module (80’) 7- CM/M - combination module (80’) 5- CM/F- combination module (80’) 24- M/M CONNECTORS 2- SPANNING RAMPS 1- CREW SHELTER 3- LIGHT CARTS Flexor Rigid side connector IM 1200’ 72’

34 34 (2) CM STERN RRDF Flexor Rigid side connector RM IM mcm fcm RRDF KIT 1- RM- ramp module (80’) 1- IM- intermediate module (80’) 5- CM/M - combination module (80’) 5- CM/F- combination module (80’) 42- M/M CONNECTORS 2- SPANNING RAMPS 1- CREW SHELTER 3- LIGHT CARTS 96’ 400’

35 35 (2) CM SIDE RRDF (2) CM IM RM (2) Flexors Rigid side connector mcm fcm RRDF KIT 1of 1- RM- ramp module (80’) 1of 1- IM- intermediate module (80’) 4 of 5- CM/M - combination module (80’) 4 of 5- CM/F- combination module (80’) 30 of 42- M/M CONNECTORS 2 of 2- SPANNING RAMPS 1 of 1- CREW SHELTER 3 of 3- LIGHT CARTS 400’ 72’

36 36 PLANS FOR NEXT 12 MONTHS Complete manufacture of 3 prototype modules Validate designs with at sea tests Complete solicitation for replacement system Request industry review/comment of specification requirements Recapitalize legacy system to extend capability until replacement system delivered Award low rate initial production contract incorporating R&D lessons learned (upon availability of funding)

37 37 REPLACEMENT SYSTEM Surf Entry and Barge Offload Systems (SEABOSS) –Incorporates all JMLS and NL safety and product improvements 24’ W x 8’ H x 80’ L NPS 24’ W x 8’ H x 90’ L WT/CSP Use Improved Rigid and Flexible Connector System Improved A Frame Upgraded engines and propulsors Spanning Ramps Improved Deck Fittings and Deck Strength Next Generation Winch Hogging In Winches w/ Tensioning Device SS3 Objective Increased Speed, Load Capacity and Bollard Pull –ACAT III NAVFAC SYSCOM and Milestone Decision Authority

38 38 SEABOSS ACQUISITION SCHEDULE FY02 FY03FY04FY05FY06FY07FY08 OPEVAL FULL RATE PRODUCTION System IOC MS C DECISION BRIEF PROCUREMENT PACKAGE ACQUISITION DOCUMENTS FRP PROD & DEV LRIP EWTGPAC DEL OPTION 1 PARTIAL BG1/2 FINISH EWTGPAC OPTION 2 BG1/2 & MPS3 OPTION 3 MPS1 OPTION 4 MPS2 & BIC LRIP Contract System FOC System IOC FY10FY09

39 39 QUESTIONS?


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