Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 5American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 400
... ROCK FILL REVETMENT PRIOR TO CONSTRUCTION OF THE ROCK STABILIZATION BERM AND PRIOR TO THE INSTALLATION OF THE STAKED SILY BARRER 2. REMOVE ALL STUMPS , ORGANIC MATERIAL , AND PREPARE BANKS TO A MAXIMUM SLOPE OF 1.81 . 3. CONSTRUCT TOE ...
... ROCK FILL REVETMENT PRIOR TO CONSTRUCTION OF THE ROCK STABILIZATION BERM AND PRIOR TO THE INSTALLATION OF THE STAKED SILY BARRER 2. REMOVE ALL STUMPS , ORGANIC MATERIAL , AND PREPARE BANKS TO A MAXIMUM SLOPE OF 1.81 . 3. CONSTRUCT TOE ...
Page 405
... ROCK . MINIMIZE OPEN EXCAVATION AT ALL TIMES EXCAVATED MATERIALS TO BE MEDIATELY REPLACED WITH ROCK FILL ORIGINAL EDGE OF BANK FLOW STAKED SILT BARRIER REFER TO RETAIN NATIVE VEGETATION TO THE EXTENT POSSIBLE ( MNL 3m BUFFER ) TOP OF ...
... ROCK . MINIMIZE OPEN EXCAVATION AT ALL TIMES EXCAVATED MATERIALS TO BE MEDIATELY REPLACED WITH ROCK FILL ORIGINAL EDGE OF BANK FLOW STAKED SILT BARRIER REFER TO RETAIN NATIVE VEGETATION TO THE EXTENT POSSIBLE ( MNL 3m BUFFER ) TOP OF ...
Page 473
... rock dumping spread and an extensive survey programme are required . These extra costs may exceed potential saving in rock volume Impact on the schedule ; any delay in the rock dumping operation ( due to increased rock volume ) will ...
... rock dumping spread and an extensive survey programme are required . These extra costs may exceed potential saving in rock volume Impact on the schedule ; any delay in the rock dumping operation ( due to increased rock volume ) will ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 4 |
Copyright | |
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Common terms and phrases
analysis applied Arctic Engineering ASME assessment axial bending borehole buckling buckling length calculated Castorano configuration construction corrosion curve defects Det Norske Veritas diameter displacement dynamic effect factor failure Fensfjorden Figure fjord flexible pipe flow free span friction GTAW hoop stress horizontal impact installation interaction intervention J-lay Kollsnes landfall lateral counteracts laybarge laying length limit load martensitic material maximum Mechanics and Arctic meter Mongstad movement Norske Shell Norwegian Norwegian Trench Offshore Mechanics offshore pipelines OMAE operation parameters performed pipe material pipelay pipeline route Pipeline Technology post-lay pre-lay prebent section pressure pull-in riser rock safety seabed seismic shear strength slope soil spool stability Statoil steel stinger strain subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe