## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |

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Page 159

... attention is given to the effect of the mass flow rate , as represented through the

Reynolds number , and the effects of system geometry , as represented through

the end clearance

... attention is given to the effect of the mass flow rate , as represented through the

Reynolds number , and the effects of system geometry , as represented through

the end clearance

**ratio**, the flow area**ratio**and the length - diameter**ratio**.Page 162

Empirical heat transfer correlation . oo 10 50 CONCLUSIONS 20 30 40 L / D

Effect of length - diameter

20 OF , / F = 0 . 47 OF , / F , = 0 . 97 The paper gives the results of an

experimental ...

Empirical heat transfer correlation . oo 10 50 CONCLUSIONS 20 30 40 L / D

Effect of length - diameter

**ratio**on Nusselt number . Fig . 4 . H / D = 0 . 99 L / D =20 OF , / F = 0 . 47 OF , / F , = 0 . 97 The paper gives the results of an

experimental ...

Page 162

Effect of length-diameter

0.47 □ F/Fa = 0.97 -i L i i I 103 Re Fig. 5. Effect of Reynolds number on Nusselt

number. Fig. 6. Empirical heat transfer correlation. CONCLUSIONS The paper ...

Effect of length-diameter

**ratio**on Nusselt number. H/D = 0.99 IVD = 20 o F/Fa =0.47 □ F/Fa = 0.97 -i L i i I 103 Re Fig. 5. Effect of Reynolds number on Nusselt

number. Fig. 6. Empirical heat transfer correlation. CONCLUSIONS The paper ...

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### Contents

ICEENVIRONMENT STATISTICS | 1 |

Probabilistic Modeling of Material Strength CodesStandards and Regulations | 21 |

ARCTIC OPERATIONS AND STRUCTURES | 27 |

Copyright | |

19 other sections not shown

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analysis angle approximately Arctic average calculated Canada coefficient cold comparison compression conducted constant cover crack creep curves density dependence depth determined developed direction displacement distribution drag effect element Engineering equation experimental experiments failure field Figure floe flow force fracture frequency friction function given grain heat horizontal ice load ice sheet increase indicated initial International Laboratory length limited load material maximum mean measured Mechanics method mode movement normal observed obtained Offshore operation panels parameters performed period pile plates plotted predict present pressure problem range ratio Regions relative Research resistance response ridge rubble salinity samples scale sea ice shear shown shows snow soil solution specimens spray strain strength stress structure surface survey Table temperature tests thermal thickness toughness values vertical volume wall