Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 67
SELF - LOWERING OF A PIPELINE ON ERODIBLE SEABED IN SHALLOW WATERS : PREDICTIONS AND FIRST YEAR EXPERIENCE Roberto Bruschi and L. Sintini Snamprogetti S.p.A. Fano , Italy A. Johannesen and R. Verley Statoil Staunlon , Norway the The ...
SELF - LOWERING OF A PIPELINE ON ERODIBLE SEABED IN SHALLOW WATERS : PREDICTIONS AND FIRST YEAR EXPERIENCE Roberto Bruschi and L. Sintini Snamprogetti S.p.A. Fano , Italy A. Johannesen and R. Verley Statoil Staunlon , Norway the The ...
Page 68
is same as The understanding of self - lowering mechanisms incomplete . Only in the last 10 years or so has work in this field been undertaken with some vigour . The state of the art includes prediction models based on in - field ...
is same as The understanding of self - lowering mechanisms incomplete . Only in the last 10 years or so has work in this field been undertaken with some vigour . The state of the art includes prediction models based on in - field ...
Page 78
The presence of erodible sediment pockets in the Northen and Southern part of the section , adjacent to the first and third sections , indicated by the self - lowering observed . or were Aroas to Be Trenched ( KP Range ) Depth of Trench ...
The presence of erodible sediment pockets in the Northen and Southern part of the section , adjacent to the first and third sections , indicated by the self - lowering observed . or were Aroas to Be Trenched ( KP Range ) Depth of Trench ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
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