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Mr. E.V. Hansen Municipality of Nuuk/GodthAb P.O.Box 1005, Nuuk DK-3900 GodthAb Mr. J. Juhl Greenland Home Rule P.O.Box 1015, Nuuk DK-3900 GodthAb Mr. J. Motzfe1dt, Premier Greenland Home Rule P.O.Box 1015, Nuuk DK-3900 GodthAb Ms. A. Nielsen, Mayor Municipality of Narssaq DK-3921 Narssaq Mr. H.-P. Rosing Inuit Circumpolar Conference P.O.Box 204, Nuuk DK-3900 GodthAb Mr. E. S¢rensen Municipality of Qaqortoq DK-3920 JulianehAb Mr. M. Fonto1an Tecnomare S.P.A. S. Marco 2091 1-30123 Venice JAPAN Mr. T. Ishihama Hitachi Zosen Offshore Business 6-14 Edobori 1-chome Nishi-Ku, Osaka 550 Mr. T. Katagiri Ishikawajima-Harima Heavy Industries Tokyo Chuo Bldg. 6-2, 1-chome Marunouchi Chiyodaku Tokyo 100 23
24 Mr. T. Kawasaki Mitsubishi Heavy Industries, Ltd. 6-22, 4-chome, Kan-On-Shin-Machi Hiroshima Mr. T. Kimura Ishikawajima-Harima Heavy Industries Tokyo Chuo Bleg. 6-2, 1-chome Mzrunouchi Chiyadaku Tokyo 100 Mr. Y. Kubo C.R. Eng. Lab. Inc. 4-44-3 Minami-Ogikubo Suginami-Ku Tokyo Mr. Y. Taguchi Mitsutishi Heavy Industries Ltd. Nagasaki Technical Institute 1-1 Akunoura-Machi Nagasaki Mr. K. Takekuma Nagasaki Technical Institute/MHI 3-48 Bunkyo-Machi Nagasaki 852 Mr. Y. Toyama Mitsui Eng. & Shipbuilding Co. Chiba Works 1 Yawata, Kaigan-Dori Ichihara, Chiba 290 Mr. N. Yoshimura Nippon Kokan, K. Tsu Research Laboratory 1 Kumozu Kokan-Cho Tsu, Mie 514-03 NORWAY Mr. S.F. Barstow Oceanographic Centre, IKU Klcebuveien 153 N-7034 Trondheim - NTH Mr. T. Carstens Norwegian Hydrotechnical Laboratory Klcebuveien 153 N-7034 Trondheim - NTH
Page 2 and 3: @POAC85 .JAN 8 '86 The 8th internat
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: Mr. J. Hoikkanen W§rtsila/W.A.R.C.
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
Page 52 and 53: lations is doubtful, because the si
Page 59 and 60: 46 Louis REY Member of the Internat
Page 61 and 62: 48 considerations which can readily
Page 63 and 64: 50 do impact seriously on men, inte
Page 65 and 66: 52 as culture and environment but a
Page 67 and 68: 54 structural sensitivity of the in
Page 69 and 70: 56 Is it not, indeed, the privilege
Page 71 and 72: 58 1. REY, L., ed., The Arctic Ocea
Page 73 and 74: 60 F. Rainer Engelhardt, Director B
Page 75 and 76: 62 environment. Direct interference
Page 77 and 78: 64 It has been determined that the
Page 79 and 80: 66 An additional concern over impac
Page 81: 3 CONCLUSIONS 68 An increasing leve
Page 84: 71 physical modelling is necessary
Page 88:
75 Lennart Fransson, Lie. Eng. Divi
Page 91:
78 pressure factors. The cohesion w
Page 95:
82 50 100 150 200 250 DIAMETER (mm)
Page 98:
SHEA. (') 2000 1000 85 1000 2000 IC
Page 101:
J.B. Johnson G.F.N. Cox W.B. Tucker
Page 104 and 105:
91 Fig. 3. Ice conditions around CR
Page 107:
Fig. 6. 94 Vertical variation of ic
Page 111 and 112:
to the west of the panel, and our l
Page 113:
100 4. COX, G.F.N.; JOHNSON, J.B.;
Page 120:
} 10 7 Fig . 7. Horizontal layers (
Page 124 and 125:
111 that the island had gouged the
Page 126:
11 3 a . Viewed from the north. b.
Page 129:
116 Austin Kovacs, Research Civil E
Page 136:
123 At ridge 8 vertical and horizon
Page 139 and 140:
126 struct an axial double-ball loa
Page 141:
128 B.L. Parsons Institute for Mari
Page 145:
132 In the configuration of Fig. 2b
Page 148 and 149:
\ 135 10) Timco, G.W., Flexural Str
Page 151:
E.A. Pulkkinen, researcher Universi
Page 155 and 156:
A 4 3 1 1 11112£\ 2 142 Figure 1.
Page 157:
144 the material properties accordi
Page 161:
148 boundary 6 can be stiff or free
Page 173:
o 4 8 10 Depth 4 4 8 o 16 0 40 Dist
Page 190 and 191:
177 W.B. Tucker III, A.J. Gow and W
Page 192 and 193:
Fig. 1. Ice core sampling locations
Page 197:
184 ice thickness for both ice type
Page 200 and 201:
187 The ice salinities measured her
Page 202 and 203:
189 Wang Renshu,Liu Xushi, Zhang Li
Page 208:
M. Yamashita M. Katayama Y. Taguchi
Page 216 and 217:
203 mate the crack initiation load
Page 218 and 219:
205 TOPIC B ARCTIC OCEANOGRAPHY AND
Page 221 and 222:
208 small sill fjord Affarlikassaa
Page 228 and 229:
215 In autumn the vertical diffusio
Page 231:
218 retention time for metals and f
Page 242 and 243:
229 REFERENCES 1. Walsh. J.E. and C
Page 244:
231 2.000 km 2 = 2 x 10 6 km 2 •
Page 248 and 249:
235 plex. An oceanographic model th
Page 250 and 251:
237 p p (S,T) (12) SYSTEM 3 is a ge
Page 253 and 254:
Initial Conditions Atmospheric Mode
Page 255:
242 In the design of fixed offshore
Page 263 and 264:
The Concept of Reference Frame 250
Page 265:
252 reference time for the velocity
Page 271 and 272:
-1300 -1400 -1500 -1600 • -1700
Page 273:
260 Reimer, R., Pritchard, R. and C
Page 281 and 282:
268 Inside the failure envelope it
Page 294 and 295:
281 /2/ ADAMS, E.E. and WELLS, S.A.
Page 296 and 297:
283 V.R. Neralla and S. Venkatesh A
Page 299 and 300:
2.3 Sea Ice Data 286 2.3.1 Aircraft
Page 301 and 302:
2.4 Buoy Data 288 Buoys were deploy
Page 303:
4 REFERENCES (cont'd) 290 4. Nerall
Page 309:
296 The sizes of ice floes during t
Page 316 and 317:
303 Figure 7. A view over the ice f
Page 318 and 319:
305 L.G. Spedding and J.R. Hawkins
Page 320:
307 presence of the islands. Past o
Page 326:
" 313 FIGURE 1 SOUTHERN BEAUFORT SE
Page 332:
319 durations at Tromsaflaket based
Page 341:
328 running into or out of the ice
Page 349:
336 In an icefield of mixed floe si
Page 352 and 353:
339 J. D. Wheeler, Research Advisor
Page 354 and 355:
341 To determine the width of a pro
Page 356 and 357:
343 where 'x' is profile-sailor kee
Page 359 and 360:
346 to Eq. (3), and gives a rate of
Page 365:
352 based on the conditional probab
Page 369 and 370:
356 of the paper to eliminate the a
Page 371 and 372:
358
Page 373:
360
Page 379 and 380:
366 system. They have excellent dra
Page 381 and 382:
CONCLUSIONS 368 A 1 imi ted number
Page 388:
375 T. B. Morrison, Research Scient
Page 395 and 396:
382 between the two data sets was d
Page 397:
I i 384 After substitutions and eva
Page 400:
387 11. PILKINGTON, G.R. & MARCELLU
Page 404:
391 formation on either side of Gre
Page 407 and 408:
394 A major difficulty in interpret
Page 409:
396 currents and waves of sufficien
Page 428:
415 Gouge infill by bed-load transp
Page 435:
422 and icebergs in the Labrador Se
Page 441:
428 generally short. Crater-like an
Page 444 and 445:
431 degradation studies has demonst
Page 448:
435 23. IJ.en, R (1981). Seabed fea
Page 451:
438 Figure 1. SIDESCAN MOSAIC SURVE
Page 456 and 457:
443 TOPIC D BEHAVIOUR OF MATERIALS
Page 458 and 459:
Yoichi Hattori Takaaki Ishihama Tak
Page 460:
447 (MA-2) The loading pattern is i
Page 464:
MA-l MA-2 MA-3 MB Test 203 200 196
Page 469 and 470:
456 international conferences, in N
Page 472 and 473:
459 there is an increase of about 2
Page 474:
461 the lower the temperature at wh
Page 479 and 480:
ample introduction. 466 There is li
Page 481 and 482:
A.M. Vinogradov Department of Civil
Page 483 and 484:
470 With these assumptions, the uni
Page 485:
472 With the above assumptions the
Page 490 and 491:
477 9. Vinogradov, A.M., Long-term
Page 492 and 493:
479 TOPIC E HARBOUR STRUCTURES IN G
Page 494:
481 E. Hulgaard, Civil Engineer Hos
Page 499 and 500:
486 In this way a 170 m long sectio
Page 502 and 503:
489 The caissons were fabricated in
Page 504 and 505:
491 growing fishing fleet since thi
Page 506 and 507:
493 The harbour bay has practically
Page 508 and 509:
MOORING SYSTEM 495 As at least 32 m
Page 510:
497 use of old lorry tyres as fende
Page 513 and 514:
500 Ole Ska!rbo P.V. Jespersen Gree
Page 516 and 517:
503 2.1 Conveyance of Goods/Goods Q
Page 518 and 519:
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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