Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page xv
The aim was then to fit curves with small numbers of coefficients to this data , and hence find how these coefficients varied with G / D . of the oscillating water tunnel technique allowed experiments to be performed at prototype ...
The aim was then to fit curves with small numbers of coefficients to this data , and hence find how these coefficients varied with G / D . of the oscillating water tunnel technique allowed experiments to be performed at prototype ...
Page 105
4 - COMPARISON WITH ON - SITE MEASUREMENT - two 4.1 EXPERIMENTAL STUDIES numerous out on Figure 5 gives the variations in ... in pipes in a large number of cases , if they have been validated beforehand by representative experiments .
4 - COMPARISON WITH ON - SITE MEASUREMENT - two 4.1 EXPERIMENTAL STUDIES numerous out on Figure 5 gives the variations in ... in pipes in a large number of cases , if they have been validated beforehand by representative experiments .
Page 119
... Phase 2000 : An experimental phase under laboratory conditions ; Phase 3000 : An experimental phase under field ... Phase 4000 : Analysis , interpretation and synthesis of the experimental data and the development of suitable ...
... Phase 2000 : An experimental phase under laboratory conditions ; Phase 3000 : An experimental phase under field ... Phase 4000 : Analysis , interpretation and synthesis of the experimental data and the development of suitable ...
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Contents
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
MEASUREMENTS OF PIPELINE LEAK DETECTION | 55 |
Copyright | |
26 other sections not shown
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analysis application approach Arctic areas assumed axial bending bottom boundary buckling calculated carried caused coefficient combined compared compression considered corrosion cost cylinder deformation depth detection determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow force frequency function given ground heat increase installation International leak length lift lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relatively response scour seabed shown shows simulated soil solution span steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding zone