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@POAC85 .JAN 8 '86 The 8th international conference on Port and Ocean engineering under Arctic Conditions Narssal'88U8q, Greenland, September 7-14, 1985 Proceedings Volume 1 danish hydraulic institute NRC - CISTI AERO I M. E. LIBRARY 86- Ol- l 7 BIBLIOTHEQUE AERO I G.M. eN :J . ..: 1ST
Reprints from this publication may be made, provided credit is given to the authors and reference is made to the Proceedings of the 8th International Conference on Port and Ocean Engineering under Arctic Conditions, Narssarssuaq, Greenland, 1985. Copyright @ Danish Hydraulic Institute ISBN 87-981950-1-8 Vol. 1 POAC 85 CONFERENCE PROCEEDINGS Layout and distribution: POAC 85 Conference Secretariat Danish Hydraulic Institute Agern AHe 5 DK-2970 H¢rsho1m Denmark Telephone: +45 2 86 80 33 Telex 37402 dhicph dk Te1fax +45 2 86 79 51 Price: DKK 600 Front Page: Environmental Studies Offshore East Greenland, 1981 Photo: R. Zorn, Danish Hydraulic Institute
Page 4 and 5: TABLE OF CONTENTS (summary): VOLUME
Page 6 and 7: iii A7 Rexford, M.M. INVESTIGATION
Page 8 and 9: C5 Wheeler, J.D., SEA ICE GOUGE STA
Page 10 and 11: vii F15 To, N.M. A METHOD OF CALCUL
Page 12: ix TOPIC K - TOPICS UNIQUE TO THE G
Page 15 and 16: 2 tures in the Arctic, but the impo
Page 17 and 18: INTERNATIONAL COMMITTEE President:
Page 20 and 21: Mr. P. Christiansen Monberg & Thors
Page 24 and 25: Bigum & Steenfos Consulting Enginee
Page 27 and 28: P.E. Ehrhardt A/S Smedeland 28 P.O.
Page 29 and 30: 16 Mr. B. Parsons National Research
Page 31: Mr. J. Dietrich Danish Hydraulic In
Page 35 and 36: Mr. J. Hoikkanen W§rtsila/W.A.R.C.
Page 37: 24 Mr. T. Kawasaki Mitsubishi Heavy
Page 40 and 41: Mr. R. Colony University of Washing
Page 42: 29 INVITED LECTURES
Page 45 and 46: North • Site North Central Su'!"m
Page 47 and 48: 10 20 30 40 50 60 70 80 90 100 110
Page 49: a b c 36 Fig. 5. a: Details of the
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lations is doubtful, because the si
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46 Louis REY Member of the Internat
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48 considerations which can readily
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50 do impact seriously on men, inte
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52 as culture and environment but a
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54 structural sensitivity of the in
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56 Is it not, indeed, the privilege
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58 1. REY, L., ed., The Arctic Ocea
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60 F. Rainer Engelhardt, Director B
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62 environment. Direct interference
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64 It has been determined that the
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66 An additional concern over impac
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3 CONCLUSIONS 68 An increasing leve
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71 physical modelling is necessary
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75 Lennart Fransson, Lie. Eng. Divi
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78 pressure factors. The cohesion w
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82 50 100 150 200 250 DIAMETER (mm)
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SHEA. (') 2000 1000 85 1000 2000 IC
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J.B. Johnson G.F.N. Cox W.B. Tucker
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91 Fig. 3. Ice conditions around CR
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Fig. 6. 94 Vertical variation of ic
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to the west of the panel, and our l
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100 4. COX, G.F.N.; JOHNSON, J.B.;
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} 10 7 Fig . 7. Horizontal layers (
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111 that the island had gouged the
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11 3 a . Viewed from the north. b.
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116 Austin Kovacs, Research Civil E
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123 At ridge 8 vertical and horizon
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126 struct an axial double-ball loa
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128 B.L. Parsons Institute for Mari
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132 In the configuration of Fig. 2b
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\ 135 10) Timco, G.W., Flexural Str
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E.A. Pulkkinen, researcher Universi
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A 4 3 1 1 11112£\ 2 142 Figure 1.
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144 the material properties accordi
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148 boundary 6 can be stiff or free
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o 4 8 10 Depth 4 4 8 o 16 0 40 Dist
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177 W.B. Tucker III, A.J. Gow and W
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Fig. 1. Ice core sampling locations
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184 ice thickness for both ice type
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187 The ice salinities measured her
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189 Wang Renshu,Liu Xushi, Zhang Li
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M. Yamashita M. Katayama Y. Taguchi
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203 mate the crack initiation load
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205 TOPIC B ARCTIC OCEANOGRAPHY AND
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208 small sill fjord Affarlikassaa
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215 In autumn the vertical diffusio
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218 retention time for metals and f
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229 REFERENCES 1. Walsh. J.E. and C
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231 2.000 km 2 = 2 x 10 6 km 2 •
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235 plex. An oceanographic model th
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237 p p (S,T) (12) SYSTEM 3 is a ge
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Initial Conditions Atmospheric Mode
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242 In the design of fixed offshore
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The Concept of Reference Frame 250
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252 reference time for the velocity
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-1300 -1400 -1500 -1600 • -1700
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260 Reimer, R., Pritchard, R. and C
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268 Inside the failure envelope it
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281 /2/ ADAMS, E.E. and WELLS, S.A.
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283 V.R. Neralla and S. Venkatesh A
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2.3 Sea Ice Data 286 2.3.1 Aircraft
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2.4 Buoy Data 288 Buoys were deploy
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4 REFERENCES (cont'd) 290 4. Nerall
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296 The sizes of ice floes during t
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303 Figure 7. A view over the ice f
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305 L.G. Spedding and J.R. Hawkins
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307 presence of the islands. Past o
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" 313 FIGURE 1 SOUTHERN BEAUFORT SE
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319 durations at Tromsaflaket based
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328 running into or out of the ice
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336 In an icefield of mixed floe si
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339 J. D. Wheeler, Research Advisor
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341 To determine the width of a pro
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343 where 'x' is profile-sailor kee
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346 to Eq. (3), and gives a rate of
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352 based on the conditional probab
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356 of the paper to eliminate the a
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358
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360
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366 system. They have excellent dra
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CONCLUSIONS 368 A 1 imi ted number
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375 T. B. Morrison, Research Scient
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382 between the two data sets was d
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I i 384 After substitutions and eva
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387 11. PILKINGTON, G.R. & MARCELLU
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391 formation on either side of Gre
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394 A major difficulty in interpret
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396 currents and waves of sufficien
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415 Gouge infill by bed-load transp
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422 and icebergs in the Labrador Se
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428 generally short. Crater-like an
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431 degradation studies has demonst
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435 23. IJ.en, R (1981). Seabed fea
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438 Figure 1. SIDESCAN MOSAIC SURVE
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443 TOPIC D BEHAVIOUR OF MATERIALS
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Yoichi Hattori Takaaki Ishihama Tak
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447 (MA-2) The loading pattern is i
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MA-l MA-2 MA-3 MB Test 203 200 196
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456 international conferences, in N
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459 there is an increase of about 2
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461 the lower the temperature at wh
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ample introduction. 466 There is li
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A.M. Vinogradov Department of Civil
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470 With these assumptions, the uni
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472 With the above assumptions the
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477 9. Vinogradov, A.M., Long-term
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479 TOPIC E HARBOUR STRUCTURES IN G
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481 E. Hulgaard, Civil Engineer Hos
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486 In this way a 170 m long sectio
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489 The caissons were fabricated in
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491 growing fishing fleet since thi
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493 The harbour bay has practically
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MOORING SYSTEM 495 As at least 32 m
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497 use of old lorry tyres as fende
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500 Ole Ska!rbo P.V. Jespersen Gree
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503 2.1 Conveyance of Goods/Goods Q
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505 The transport of passengers fro
Page 520 and 521:
2.5 Shipyards 507 For the repair an
Page 522:
4. Choice of Construction 509 Due t
Page 526 and 527:
513 prerequisites for the future de
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