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1. HHHHHHHHHHHUHUHHHHH 1000 HHHHHH 66kVHHHHHHUHHUHHHHHHHHHHHHHHHHH 201301 2015HHH2HHHHHHHUHHH7MWHHHUHHUHHUHHHHHH2HHHHL 2 1 10 2 1 11 HHHHHHHUHHUHHHLH FERFE http www marubeni co p NOW 200 40kml 100 150m 60 00060 21 12 HHHHHHHHHHHHL A 7 0mys Ck 13 http www marubeni co p B T AREA _ 2 405 ST Wir ws 33242297 2 4 76 HHHHH http www marubeni co p 61 HHUUHHHHHHHHHHHL HHHHUHHHHHHHHHHUHHHHHHUHHHHHHHHHHHHHHHHHLH HHHUHHUHHHIUHHUHHHHHHUHHHHHUHHHHHHHHHUHHHHHL HHHUHHHHHHH2003HHHI 2 1 77 000001000000 http www nmri g0 p HHHHH1
2. HHHHHHHHUHHHHHHHHUHHHHUHHHHHHHHHHHHHHHHHHL a E iii phili ar tii hila ED HHHHHHUHUUHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHLH HHHHHHHHHHHHHHHUHHHHHHHHHHH e HHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHUHHHUHHHHH HHUHHHHHHHHHHHHHHHHHUHHHHHHHHHHH TW SW 30 270 U DEB B LE H GEB DU ESE NEL OD OEL 000000 Malte Lossin HHHHHHHHHHHHHI BSHHHHHHHHHHHHHHHHHHHHH IEC GLHHHUHHUHHHHHHHHHHHHHHHHHHHIL e GLHHHHHHHHHHHHHHBSHHHHH 2HHHHHHUHHHUHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHLH lh 4 00 6404000000410 EE EE EE hhi ht e dd E 000000000 SHHHHHHHHHHUHHHHUHHHHHHHHH BSHHHHHHHHHHHHI HHHHHUHUHHUHHHHHHHHHHHHHHUHHHHHHHHHHHHUHHL UD uu utt e HHHHHHHHHHHHHUHUUHHUHHHHHHHHHHHHHHHHHHHHHL 124 HHUHHHHHHLH
3. HHHHHHHHHHHHHUHHHHHHHI HHUHHHHHLH HHHHHHH 10000000000 0000060 HHHHUHHHHHHHHHHHHHHHL HHUHHHHHHL HHHHHHHHHUHHHHHHHHUHHHHHLH HHHHHHUHHHHHHHHUHHHHHHIL 000000000 HHHHHHHHUHHHHHHHHUHHHHHL HHHHHL 0000000000000000 HHHHHHL E Hi 8 00060 III HHHHHHHUHHHHHHHHUHHHHHHH 000100010 HHHHHHHUHHHHHHHUHHHHHHH 100100010 HHHHHHHUHUHHHHHUHHHHHHHH 100100010 HHHHHHHUHHHHHHHUHHHHHHH 100100010 HHHHHHHUHHHHHHHHUHHHHHHH il LI BT A AS 1000000000 Je 164 00000 HHHUHHHHHLH HUHHHH O L UUUDUD 000060 000000 HUHHHHHI IO D E HE HHHHHL 000060 HHHHHHHUHHHHHHHHHHUHHHL HHHUHHHHHHHHHHHMUHHHHHHHIL HHHHHHHHHHHHHHUHHHHHHHI usu uni OA MEIC AE HHHHHHUHHHHHHUHHHHHHHHI HHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHL E TT p
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5. HHHHHUHHHHHHHHHHHHHHHHHHHUHHHUHHHUHHHL Y HHHUHHHHHUHHHHUHHHHHHHHHHHHHHHHUHHHHHHHHHHL HHHHHHHHHHUHHHHUHHHHHHHHHHUHHHHUHHLH Y HHHUHHHHHUHHHHHHUHHHHHHHHHHHHHUHHHHHUHHHHUHHHL HHHHHHHHHHHHHHHHHHHHHHUHHHHHHUHUHHHHHHHHHL HHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHUHUHHHHHHL e A EE EE E HHHHUHHHHHHHHHUHHUHHUHHHHHHHUHHHHUHUHHHHUHHHHHHHH Y HHHHHHHHUHHHHHHHHUHHUHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHUHHHHHHHUHHHHHHHUHHHHHHHHHLHH HHHHHHHHUHHHHHHHUHHHUHHHHUHUHHHHHHHHHHHHHHHHHH HHHHHHUHHUHHHHHHHHHHL Y HHHHHUHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHL HHHHHHHHHHHHHHHHHHL Y HHHHHHUHHHHHHHHHUHHHHHH 2 37 UW HHHHHHHHHHHHHHHHHHHHUHHHHHHUHHUHUHHHHHHHH EEE 0 0 0 00 00 0 00 0 0 0 0006 HHHHHHHUHHHHHHHHUHHHHHHHHHHUHHHHUHUHHHHHHHHHHH ae DE EEE E BDO DO DD ODO DD EEE lD lu EEE HHHHHHHHHHUHHUHHHHHHHHHHHHHHHHUHHHHHHUHHHHL II 00 0 000 0 1 0 00001 00 00 0 0 00 DO OB DD O 00 000 0 0 0 0 0 0 0000 0 0 0 000 HHHHHHHHHHHHHHHH IDEE HHHHHHHUHHHHHUHHHHHHHUHHHHHUHHHHHHHHHHHHHHHL HHHHHUHHHHHUHHHL Y HHHHHHHHHHHUHHHHHHHHHUHUHHHHUHHUHHHHHHHUHHHHHL A d 0 000 0000 00000 A dd AN HHHHHHHHHHUHHHHHHHHHHUHHHHUHHHHHUHHUHUHUHHHHL HHHHHHHHHHUHHHHHHHHHHHHHHHHHHHUHHHHUHHHHHHL UL Y HHHHHHHHH
6. ein MAT LONE ER http www nedo go jp HEHE BEAT i r s rs 2 1 72 HHHUHHHHHHHHHHHHHHL LL LE ULL E kmi http www nedo go jp 57 2 1 73 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL J OUUU 1 3kmll 14 5m http www jpower co jp 58 HHHUUHHHHHHHHHHHUHHHHHL HHHHHHHHHHHUHUHHHHHHHHHHHHHUHHHHHHHHHHHHL HHHHHH2000KWHHHHUHHUHUHHHHUHHHHUHHUHHHHHHHHHHHHHL 2000000000000 HHHHHH HHHHHHHHHHHHHHHHHHHHH 2 2000kWlHHHHHHHHHHHHHHHHHL e 00000000000 HHHHHHHHHHHHUHUHUHHHHHHHUHUHUHHHHHHHHHHHHHL HHHHHHHHHHHHHUHUHHHHHHHHHHUHHUHHHHHHHHHHHHL HHHHHHHHHHHHHUHHUHHHHHHHHHU 28HHHHHHHHHHHL HHHUHHHHHHHHHHHHHUHHHHHHL SHHHHHHHHHHHHHHHHHH 200027000 2 HHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHLH HHHH 100O0KWHHUHHHUHHHHHHHHHHHHHHUHUHHHHHH 2300 01250 D l S HHHHHHHHHHHHHHH24HHH27HHL e 27000 2000KW TH D LH D DO 190 0 0 240000 250 HHHHHHHHHHHHHUHHUHHHHHHHHHHUUHHHHHHHHHHHL HHHHHHHHHHHHUHUHHHHHHHHHHHHHU 2000KWHHHHHHHHL HHHHHHHHHHHHHHUL 2 1 74 HHHHHHHHHHHHHHHHL http www env go jp 59 O 2 1 75 HHHHHHHHHHHHHHHHHHHHHHL 1kmll 100mll http www nagasaki np co jp
7. GL Garrad Hassan U Tim Camp i UO UO UOU DONG Energy Niels Jacob Tarp Johansen O Massachusetts U O U U U James Manwell Lu LU LE BL LI 20110 500000000 IEC61400 3 24HHHHHHHHHHHHHHIHHHI IIHHHHHHH2HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHH6HHHHHHHHHHHHHCDHHH 2013HHHHHHHH 250 WG3 1HHHHHHHHHHHHH WG3 1HHHHHHHHHHHHHHHHHHH IEC TC88 PT3 2 20110 90110 IE a ED ESSE Kim Mann Eung ABS Consulting U U U Lars H Samuelsson UUU LOE 4208 40 ED SER 00000000 01 61400 3 50000 APIHHHHHHHHHHHHHHHHI HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH CDV Committee Draft for Voting FDIS Final Draft International Standard gt RVD Result of voting on FDIS Questionnaire Result of questionnaire 126 HHHHHHHHHHHHHHHHHCDHHH2012HHHHHHHUHHHHHHHHHL 2 6 IEC TC8SS PT3 2 HHHUHHHWG3 1HHHUPT3 2HHHHHHHHHHHUHHHHHHHHUHHHHHHLH TEC TC99 We 1 HHHHHHH nn HHHHI HHHH HHHHH 2011 00 O VE TOO IEC 61400 3 ed 10 0 O O 0000000 20110 IEC 61400 3 ed 100000 20121 O O O VEI
8. 0 HHHHUHHHHHHHHHHHHHHUHHHHHHHHHHHHH 00000 HHHHHHHHHHHHUHHHHHHHHHUHUHUHHHHHHHHHHL HHHHUHHHHHHHHHHUHHHHHHUHHHHHHHHUHHUHHHHHHHHL UB 00 0000 00000 HHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHUHHHHL 0000 000 0 00 00 000 00 HL 00000 HHHHUHHUHHHHHHUHHHHUHHHHHHHHHUHHHHHHHL HHHHHHHHHHHHHUHHHHHHHHHHHHUHHHHHHHUHHHHL 1 IA E A Aa Y HHHHHHHHHHHUHHHHHHHHHHHHHHHUHHHHHHHHHHHHL Y 00000 HHHHHHHHUHHHHHHHHHUHHHHHHHHUHUHHUHHHHL Ud ult OHHHHHHHHHHHHHUHHUHHHHHHHHHHHHHHHHHHHHHHHHL 00000000 00000 00 OHHHHHHHUHHHHHHHHHHHHHHHHUHHHUHHHHHHHHHHHHL 00000000 LI A HHHHHHHUHHHHHHHUHUHHHHHHHHUHHHHLH 2 35 HUHHHHHHHHUHHHHHHL 00000 HHHHHHUHHHHHHHHHL HUHHHHHHHHUHHHHHHHL HHHHHHHHHHUHHHHHUHHHHHHHHHUHH HHHUHHHHHHHUHHHHHL HHHHHHHHHHHHHHHUHHHHHHUHHHHHHHHHH HHHHHHHHHHHHHHHHL ELE HE ET EE EE HHHHUHHHHHHHUHHHHHL DEL HHHHHHHHUHHHHHUHHHHUHHHHUHHHHHHHHHHHHUHHHL HHHHHHHUHHHHHUHHHUHHHHHUHUHHHHHHHHUHH H Eee Y HHHHHHUHHHHHHHHHUHHHHHH 0 0 Y HHHHHHUHHHHHHHHHUHHHHHH 2 36 UW HHHHHHHHHHHHHHHHHHHHUHHHHHHUHHUHUHHHHHHHHL 0 Y
9. HHHHUHHHUHHHHHHHHUHHHHHHHUHHHHHHHHUHHHHIL 0000100000040 B DIL E N TL 00000 HHHHHHHHHHHHHUHHHHHUHHHHHHHHLH HHHHUHHHHHHHHHUHHHHHHHHHHHHHHHHHI HHUHHHHHHL HHHHHHHHHHH 60O0 HHHLHHHHHHHHHHHHHHHHHH HHHHUHHHUHHHHHHHUHHHHHHHUHHHHHHHHUHHHI HHHHHHHHHHHHUHHHHHHHHHHHHLH HHHHHHHHHHHHHHHHHHUHH1O0OHHHHHHHHHHHH 00000000 HHUHHHHHHHHHHHUHHHHHHHHHHHHUHHHUHHHHHL HHHHHHHUHHHHHHUHHHHHHHHHHHHHHHHHHIL h HHHHUUHHHHHUHHHHUHHHHHUHHHHHHUHHHHI 5 29 HHHHUHHHHUHHHUHHHUHHUHHHHUHHHUHHHUHHHHHHHLH HHHHHUHHUHHHHUHUHHHHUHHHHHUHHHHUHHHHHUHHL HHHHUHUHHUHHHUUHHHHUHUHHHHUHHUHHHHUHHHHHUHHL HHHHUHHHHUHHHHHUHHHUHHHUHHHUHHUHHHHHHHHHLH HHHHUHUHHHHUHHHHUHUHHHHHUHHHHUHHHHHUHHL HHHHUHUHHHHUHHHHUHHHHHUHHHHHUHHHHHUHHL UDUUUUUUD UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUOUUD 00000 III HHHHUHHHHHUHHHHHUHHHHHUHHHHUHHHHHUHHUHHL UUUUUD HHHHUHUHHHHUUHHHHUHHHHHUHUHHHHUHHHHHHUHHHL UUUUUUUUUUUUUUUOD 0000000000000 0000000000 UPF3300000000 20030 1200 20040 4000000000 HHHHHHL 7MWHHHHHHHHHL HHHHHHHHHHHUHUHUHHHHHHHHHHHH HHHHHHHUHHHHHHHHHHHHHHUHHHHHHHHHHHI HHHHHHHHHHHUHHUHUHHHHHHHH HHHUHUHHHHHHHHHHUUHHHHHHLH HHHHUHHHHHHHH
10. UBI lu 00000000000 HHHHHHHHHL 0000060 LU ID D D ILIO LE E HHHHHHHHHHHHIL HHHHHHHHHHHHHI iu utt EU HHHHHHHHHHHHHHI 02 0000000 000000000060 00000060 UD guum Uu 000060 160 Dom HHHHHUHHIHHHHHHHHHHHHHHL 0000060 HHUHHUHHHHHHL HHHHHUHHHHHHHUHHHHHHHHHI IHHHHHHHHUHHHHHHHUHHHHHHHLH 0000000 HHHHHHHHHHHHL Maa HHHHHHHHHHHHHI 00060 VO BO 00000000000 HHUHUHHHHHHHHHHHLH 00060 UE 161 3 2 2 HHHHHHHHHHHHHHUHUHHHHHHHHHHHHHHHHUHHHHHHHL 3 2 2 a eon 00 08 00 HOS ES DL Db ge 9 04 010 po o X 00000000 00 HHHHHHHHHHHHHHHHL 0000006 E B HHHHHHHHHHHHHHHHHL HHUHUHUHHHH
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12. 200000 UUUUUDUD HHUHUHHHHHHHHHHHHHUHUHHUHHHHHHHHHHHHHUHHHHLH HHHHHHHHHHHHUHUHHHHHHHHHHUNEDOHHHHHHHHHHHUL HHHHHHHHHHHHHHHHUHHHHHHHHUHHHHHHHHHHHHH 1 10 HHHHHHHHHHHHHHHUHHHHHH 54 02004 0 J600kW x 2 2004 U2MWx 5 HH HHB 000000 2013 0 H2MWx 1 2011 3kW x 2 2014 7 MWx2 ood O 0 INEDO Lo 2012 2MW x 1HH n 4 2010 12MWx 7 20110 100kWx 1 2013HH2MWx1 p INEDO N Ei 2012 02 4MWx 1 000 HHHULHHHHHHH gt 2009 0 01 10 Model N DU Ld 2s 2170 HHHHHHHHHHHHHHHHL Ds 00000000000000000000000 5900000000 HHHHHHHHHHHHHHHUHHHHHHHHHHHHUHHHHHHHHHHL HHHHHHHHCNEDOOHHHUHHUHHHHUHUHUHHHUHHH FSHHHHH 200 HHHUHHHHHH 22HHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHUHHHL 21 900 2 171HHHHHUHHUHHHHHHHUHHHHHHUHHHHHHHHHHHHHHIL HHHHHHHHHHHUHUHHHHHHHNEDOHHHHH 2100000000000 000000000 27HHHHHHHUHHHHHHHHHHHUHHHHUHHHHHLH 0219 NEDOHUHUHUUHHHHHHHHHHUH
13. IIHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH GLHHHHHHHHHHHHHHHHHL e HHHHHHHHHHHHHHTUVH GLHHHHHHHHHHHHHHBSHHHHH 2 I B LL ED CIL EE BE CE BE DEL EE DEDE CE CE EE BELLE 7I LI E e HHHHHHHHHHHHHL e EI TD Du HHHHHHHHHHHHHUHHHHUHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHUHHHHHHHHHHHH 90000 e HHHHHHHHHUHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHI lal EP TSE a E E E ED i ul EE ELE HHHHHHHHHHHHHUHHHHHUHHHHHHHHHHH e 000000000 000000000000000 8540 0000000000000 IEC e 61400 3HHHHHHHHHHHHHHUHUHHHHHHHUHHHHUHHUHHHHHHLH e HHHHHHHHHHHHHUHHHHHHHHHHUHUHHHHHHHHHHHHHIL HHUHHHHHHHHHHHHUHHHHUHHHHHHHHHHLH 129 U 30 HHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHL HHUHHHHHHHHHHHHHHUHHHHHHHHHHHLH 31 HHHHHHHHHHHHHHHHUHHHHHHHHHHHUHHHHHHHHHHHH 0000060 311 HHHHHHHHHHHHHHHHHHHL naaa E 4 04 HHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHUHHHHHHHL 0 0 000060 0 D 00000000 J 0 000000000 Eee ER Y 0000000000 NEU E HHUHHHHHHHHHHHHHHHH
14. 00000000000000 Bal ance of plant 0000 EI HHHHHHHHHHHHHHH Installation ID DD DO 100000000000000 551 oni ng HHHHHHHHHHHHH Operations ad IHHHHHHHHHHHHHHH nt 000 HIHHHHHHHHHHHHHH D D du t Further 000000 assi stance and i nfi rnati on 108 2 2 2 f DH aO ng 0 0 BU D U BO D HHHHHHHHHHHHHHHHHUHHHHHHHLH 1 0000600 0 2 2 121 0000 00 HHHHHHHHHHHL HHHHHL JUL l 0 00 00 0 0 0 0 080 HHUUHUHUHHHHHHHLH HHUHUHHHHHHHHHHHHHHHHHHIL HHHHHHHHLH HHHHHHLH 0000006 0000006 0000060 HHHHHHHHHHHHHHUI 0000006 UUUDUD HUHHLH HUHHHLH HUHHHLH EE HHHHHHHHHHHHHHHHHHHHUIL HHHHHHHHHL HUHHHLH 109 ____ 00000000 1 p 00 0 0 0 UD 2008 2 0 HHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHIL HHUHHHHHHHHHHHUHHHHUHUHHHHHHHUHHUHHUHHHHUHHHHL HHHHHHHHHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHIL 2 2 131 0000 00 HHHHHHHHUHHHHHL HHHH pong 000000 c 0 IHHHHH IHHHHHHHHHHH o o 00000000000000 CE IHHHHHHHHH 00000 IHHHHHHH gt O A HHHHHHH o
15. 167 HHHHHHHHHHHHHHH 1 1 HHHHH 21 HHHHH oo 31 00000000000 41 HHHHHHHHHHHHHHHHHHH 51 000 0000 11 0000 111 0000 HHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHI HHHHUHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL ee heed HHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHHHHH HHUHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHL HHHUHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHL HHUHHHHHHHHHHHHHHUHHHHHHHHHHHHLH EN EE HHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHH Aaa Se E E a HHHHHHHHHHHHHHHUUHHHHHHHHHHH HHHHHUHHHHHHHHHUHUHHHHHHHHHHHUHHHHHHHHHHHHHLH HHHUHHHHHHUHHHHHHHHHHHHHHHUHHHUHHHHHHHHHHHL HHHUHHHUHHHHHHHUHHHUHHHHHHHHHHHHHHHHHUHHHHLH HHHHHHHUHHHHHHHHHHHHHHHHHUHHHHHHHHUHHHHHLH E E E EEE E SEE EDI BERE HEC ET SEES bhi l HHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHHUHHHHHHLH HHHHHHHHHHHH
16. 400 200 10000000 Cl 0000 ER DU UL aa naa 0 0110 HHHHHHHHHHHHHHHHH HHHHHHHHH HHHHHHHHHHHIHHHHHHH 20 E U 020 00 00 0 0000 0000 0 9 149 HHHHHHHHHHHH DU HH O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL O OL HHHHUHHHHHUHLH DUBII HHHHHHUHHHUHHHHHHHHHHHHHHH I HHHHHLH UU Lut HHHHHHHHHHHL HHHHHHHHLH HHHHHHHHHHHH DU D Iu IB LLL I UU Uu D I U Ld HHHHHHUHHHHHHHHUHH I UU du ii Lu HHHHHUHHHHHH HHHHHLH HHHHHHHHL HHHHHHHHHHHH 150 151 HHHHHHHHHHHHHL O HH O OL O OL O OL O OL O OL O OL O OL 00000 lD 00 00000060 152 312 HHHHHHHHHHHHHHHHHHH UM HHHHHHHHHHI HHHHHHHHHHHHHI IA A AO E IRA HHHHHHHHHHHHHHHHHHHHHHHL 0 0 90000 D 0 00000000
17. HHHHHHUHHHHHHHHHHHHL 00000 HHHHHHHHHHHHHHHHHHHHUHHHHHHUH 0000 2 10 OHHHHHHHHHHUHHHHHUHHHHHHUHHHHHHH 00 00000 HHHHHHUHHHHHHHHHHHUHHHHUHHHHHUHHHHHHL 00010000 O00 HHHHHHHU OUUU OOOO HHHHHHHHHHHHHUHHHHHHHHHHUHL Y HHHHHHHHHHHUHHHHHHHHHHUHHHUHHHHHHHHHHHHHH HHUHHHHHUHHHHHHHHHHHHHHUHHHHHHHHHHHHHHH i da A E a D EN EUER E E R 00000 0 00 00 IH OU UU 0000000 DOA 00 0 0000 0000000000 0000000000 HHHHHHHU 2 11 Y HHHUHHHHHHUHHHHHHHHHHHHHHHHUHHHHHHUHUHHL HHHHHHHU HHHHHHHUHHHHHHHHHHUHHUHUHHHHHHL UW HHHHHHHHHUHHHHHHHHUHHHUHUHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHL 0000 HHHHHHHU 0000000 O00 DID HHHHHUHUHUUHHHUHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHUHHHHHHHHH HHHHHHUH
18. 000 00 00 0 0 00 000 00 ODO BDE EELS LEE 0 00 00 0 00 B 00 C C 2 48 E idi 0 UB HHHHHHHHHHHHHHUHHHHHUHHHHUHHUHHHHHHHHHHHHHL HHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL Y HUHHHUHHHUHHHHHHHHHHHHHHUHHUHHHUHHHHHHHUHHHHL HHHUHHHHHUHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHH HHHHHHHHHHHHHHHUHHUHHHUHHHHHUHHHHHHHHUHHHHHHL HHHHHHHHHUHHHHUHHHUHUHHUHHHHHHHHHHUHHHUHHHHHHH HHHHHUHHUHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHUHHHHHHHHHH HHHHHH HHHHHHHHHUHHHHHHHHHHHUHHHHHHHUHHHHL 00 0 0 00 000 0 0 0 0 0 0 00 0 00 0 000 0 0 00 HHHHUHHHHHHUHHHHHUHHHHUHHUHHHHHHHHHHHHHUHHHHHHHHHL HHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHUHHHUHHHHH HH HHHHHHHHHHHUHHUHHHUHHHUHHHHHHHHHHHHUHLH Y HHHUHHHHHHHHHHHUHHHHHHHHHHUHHHHHHHHHHHHHHH HL HHHHHHHHHHHHHUHHHHHUHHHHHL 2 49 HHHHHH HHHHHHHHUHHHHHHHHHHUHHHHHHHLHHUHHHLL 0 0 00 090 00 0000 HHHHHHUHHHHUHHHHHHHHHHHHHHHHL HHHHHHHHHHL HHHHHH HHHHHHHHHUHHHHHHHUHHHHHUUHHHHUHHHHHHL IHHHHHHHUHHHUHHHHHL HHHHHH H
19. HHHHHHHUHHHHHHHHHHLH 1 4 U U 0 02 A I O OL UL O OL UL 0O OL UL O OL UL HHHHHHL O OL HHHHHLH 07 HHHHHHL I HOU O OL 2 1 00d 00000 000 HUHHHHHUHHUHHHHHUHHHHHUHHHHHHHHHHHHHUHHHHL HHHHHHHUHHHHHHHHHHHHLHHHL 000 HUHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHL U HL U HL U HL HHHHHHHHHHL HHHHHHHL CI CO CO CoO CF e 0 0 0000000 0 UU 0000 a EDU 2 2 OHHHHHHHHHHHHUHHHHHHHHHHUHHHHHHHHHHHHHHH 00 U HHHHHHHHHHHHUHHHHHHHHHL 000 HUHHUHHHHUHHHHHHHHHUHHHHHUHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHUHHHHHHHUHHHHHHHHHHHL 0000000 Y HHHUHHHHHHHUHHHHHHHHHL Bog dodo 00000 000000000 00 00 U HHHHHHHHHHL 000 HUHHHHHUHHHHHHHHHHHHHHHHUHHHHHHHU 00000 HHHHHHHUHHIHUHHHHHHHHHHUHHHHHHUHHHHHHHHHHHL HHHUHHHHHHHHHHHUHHHUHHHHHHHHHHLHHHHHHHHHHHHHL HHHHHUHHHHHHHHUHHHHHHUHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHH 00 OHHHHHHHHUHHHHUHUHHHHHHHHUHHHHHHHHUHHHHLHHHL HHHHHHHUHHUHHHHHHHHHL Lads iii HHHHHHUHHHUHHHHUHHHHHHHHHUHUHHHHHHHHHUHHHHHH HHHHUHUHHHHHHHHHHHHHUHHH
20. markings E DER BE D E ED min ge ram 7000 mus 1 DES DELL ED es pi pi oj e iu IE aaa D ERE Dia E D DH Dan Uu H tpi i tes 90000 E REB AAA EE NANA ON A 00000 2000000 a BBE DEE E II BE 6 3 Wind conditions 0000 HIEC61400 1 HHHHHHHHHHHHHHHHH Lj EP AAA o E ED E B EE E 64 conditions HEEL P T TR 6 5 Other enviromental conditions DD E E UU a Electrical power network ngnnnn IA AAA EO a 7 Structual design uiu 71 General 1502394 0 0 0000 81 O N 1 1 1 1 1 1 00000 0000 0502394 0000000000 000 0 000000 0 00 0 0000
21. HHHHHHHHHHUHHHL HHHHHHHHHHUHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHL 10000 00 0000 HHHHHHHUHHHHHHHHHHHHUHHHHHHHH 35 0000 HHHHHHHHHHHUHHHHHHHHHHUHHHHHH FEN DAN LEER UD BOO BDO BD O DUO DO DO DD OD OOOO U HHHHHHHUHHHUHHHHHHHHHHHHHHL 0 HHHHHHHHHHHUHHHHHUHHUHHHHHHHHHUHHHHHHHHHLHH EE AAA 00 utl 0 HHHHHHHHHHHUHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHL HHHHHHHHHHHUHHHHHHHHHHHH U HHHHHHHHHUHHHHHHHHHUHHHHHHHUHUHHHHHHHUHHHHL HHHHHHUHHHHHHUHUHHHHUHHHHHHHHUHHHHHUHHHHHHHHL AAA U 00 HHHHHUHHHHHHHHHHHHHUHHHHHHUHHHUHHHUHHHL UW HHHHHHUHHHHHHHHHUHHHUHHHHHHHHHHHHHHHHHL 3 6 U UNE gs BE DJ S E UW HHHHHHUHHHHHHUHHHHHUHHHHHHHHUHHHHUHHHHHHHHL JOB 0 0 0 DO UU DLL Y HHHHHHHHHHHHHHHHHUHUHHHUHHHHHHHHHHHHHHHH HHHHHHHHHHHHHUHHHHHHHUHHHHHHHUHHHHHHHHHLH HHHHHHHHUHHHHHHUHHHUHHHHUHUHHHHHHHHHHHHHHHHHH
22. HHHHUHHHUHHHHHUHHHHHHHUHHHHHHHHUHHHI HHHUHUHHUHHHHHHUHHHHHHHUHHHHHHHHHHHI HHUHHHHHHL 00060 HHHHUHHHHHHHHHHHHHHHHHUHHHHHHHHUHHHI HHHHUHHHUHHHHHHUHHHHHHHHHHHHHHHUHHHHI BE dro HHUHHHHHHHHHHHHHHHHHHHHHHHHHHHLH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHL WEE uu HHHHHHHHHHHHH 5 26 SEHR D HHHHHHHHHHHHHHHHHHHHH 00060 HHHHHHHHUHHUHHHHHHUHHHHHHUHHHHHHHUHHHIL Ee E E E HHHHUHHHUHHHHHHUHHHHHHUHHHHHHUHUHHHHIL HHHHUHHHUHHHHHUUHHHHHHUHUHHHHHHHHUHHHI E E E TID nda P hb HHHHUHHHUHUHHHHHHHUHHHUHHHHHHHHHHHUHHHIL HHHUHUHHHUHHHHHHUHHHHHHHUHHHHHHHHHHHIL HHHHHHHUHUHHHHHHUHHHHUHHHUHHHHHHHHUHHHHIL er all B Te Geer EE ll TB TET HHHHUHHHHHHHHHHHHHHHHHUHHHHHHHHHHHIL HHHHHHHUHHHHHHUHHHHHHUHUHHHHHHHHUHHHHIL Uu gd ut 00060 HHHHUHHHHHHHHHHUHHHHHHUHHHHHHHUHHHHIL HHHHUHHHHHHHHHHUHHHHHHHUHHHHHHHHUHHHHI Uu uuu HHHL HHHHHHHHHHHI 00060 HHHHHHHHHHHHHUHHUHHHHHHHHHHHUUHHHHHLH HHHHUHHHHHHHHHHUHHHHHHUH
23. dee ee 7 3 Subject matter of this standard 13 4 Geotechnical engineer es 13 5 Review of documents i 14 6 Deviations from the standard 3h hh 14 7 IPPO UU In ___ 15 PartB Minimum requirements for geological reconnaissance 4 General oi os ck ee eee wee Bw oe We bee eee en eas oe a Soe a 17 2 Quality assurance Ro Cho nn Ros xum ROC C bee ee d d 17 3 Time schedule 18 4 OD rc 19 4 1 Geological reconnaissance 19 4 2 Monitoring os trae a eo eae 19 5 Technical instructons rende E ED RECO RUE 19 6 Cable routeS 21 7 Geological report 25 Ll ES 23 7 2 OO 23 7 3 EE 23 PartC Minimum requirements for geotechnical site investigation as a basis for planning designing offshore wind turbines Ji E wane od 6 25 Requirements for field investigations 25 2 1 Planning of field InvestigationS 25 2 2 Exploration methods 26 22 1 00 EE ren 26 2 2 2 Probing and penetration testing 26 223 Soil sampling 26 2 3 Investigation s
24. e SDNVHHHHHHHHHHUHUHHHHHUHUHHHHHHHHHHHHHHHHHHHLH HHHHHHHHHHHUHUHHHHHHHUHHHHHUHHHHHHHHHH IEC GE HD DS EP Ero B 40000004 0 8 6040 00140 NE il h JECHHHHHHHHUHHHHHUHHHHHHHHHHHHHUHHHHUHUHHHHL OS CE EA SS 00 204 110 e 1 Regulation and legal issues 1 1 Do you have domestic safety regulations for offshore wind plant What are the contents and implementation policy What are duties of a certification organization in that scheme 1 2 Do you have any authorities that know all the incidents on wind power plants including offshore Are reports of all the incidents in power plants mandatory by low How does your organization get incident information of wind power plants 1 3 Conventional power plants need to have at least one licensed chief electric engineer Do offshore wind plants need to have other kind of licensed specialist s by low in Europe 2 Relationship between IEC domestic standards and GL T V S D 2 1 Some domestic standards including DNV and Dansk Standard seem not to state on safety and electric system for offshore wind turbines Is the safety ssue of offshore wind plants covered only by IEC and GL standards n Europe Is there any reason of the absence of the domestic standards of electric safety fo
25. AA AO Na 00000 HHHHUHHHHHHHHHUHHHHHHHHHHHHHHHHHI bhi l iL 00000 04 08 0260 iB TD LD lb 00060 HHHHUHUHHHUHHHHHHHHUHHHHHHUHUHHHHHHHHUHHHI HHHHHHHUHHHHHHHHHHHHHHH 100000000000 HHHUHUHHHUHHHHHHHUUHHHHHHHUHHHHHHUHUHHHHL HHHHHUHHHUHHHHHHHHHHUHUHHHUHHHHHHHHUHHHI HHHHUHHHUHHHHHHUHHHHHHUHHHHHHHHHHHI 00060 HHHHHHHHHHHHHHHHHHHHHHHH GLHHHHHHH HHHHHHUHHUHHUHHUHHHHHHHHHHHHHHHHHHHHUIL 5 22 B eg i iY REA HHHHHHHHIECHHHHHHHHHHHHHHHHHHHHHHH HHHHUHHHUHHHHHHUHHHHHHHHHHHHHHHHHHIL HHHHHHHL HHHHUHHHUHHHHHHHHHHHHHUHHHHHHHHUHHHI 4400 18 HHHHUHHHUHHHHHHUHHHHHHHUHHHHHHHHUHHHIL HHHHHHHHHHHHHUHHHHHHHHHHHHIECHHHHHH HHHHHHHHHL HHHHUHHHHHHHHHHUHHHHHHHHHHHHHUHHUHHHHIL HHHHUHHHUHHHHHHHHHHHHHHHHHHHHHHHHI HHHHHHHHHHHHHHHHHUHHHHUHHHHHHHHUHHHI HHHHUHHHUHHHHHHUHHUHHHUHHHHHHHHHUHHHIL HHHHHHHHHHHHHHHHUHH
26. 0 HHHHUHHHHHHHUHHHHHL HHHHHHHHHHUHHHHHHHHHHL 0 0 HHHHHHHHHHHUHHHHH 2 54 HUHHHHHHHHHUHHHHHHL EE HH I I I ES EZ I Ban HHHHHHHHHHHHHHHHHHUHHHUHHHHHUHHUHHL HHHHHHHHHHHL HHHHHLH 00000000 HOU UL O OL UL HOU 0000 L UL HOU LELE HHHHH HHHHH HHHHHHHHHL 2 55 000 000 Bul 000 0000 000 HHHHHH 000 0000000000 000 0000000 0 000 000000010 000 00000 000 Bul 000 0000 000000000000 0 0 0000 000 0 0 00 0 0 0 0 00 0 00 00 00 0 000 0 000 T 0000 00 0 00000 0 0 00 0 0 0 0 0 00 000 0 00 000 i uu Li IU l 0000 0 00 1 0 0 0 00000 0 0 DO 0 00 00 0 000 0 000 00 000 0 0 000 0 00 0 000 HHHHHHHHHHHHHUHHUHHHHHHHHHUHHHHHHHHHL 2 56 000000000000000 000000000000 HHLHHHHHH uU HHHHHH 000
27. 01999 0 2500 70 HHHHHHHHHHHHHHUHHHH 220kWI 00000 250 00000 380 0 0 0 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHUH1991HHHHHHUL 18kmH 20 4mD O VndebpyHHHHHHHHHHHHH 450 1000000 35mHHHHH 35m 2120000000000 HHHHHHHHHHHHUHUHHHHHHHHHHHHUUHHHHHHHHHHHL HHHHHHHHHHUHHHUHUHHHHHHHHHHHUUHHHHHHHHHHHL 2 1 1 0 2 1 9 Vindy U http energy saving nu 10 2110 Horns Revi EI U Wind Energy Factsheets April 2010 21200000000000000 Norgersund 0000001 20w 1 022WW 1990 ty 0000 sow 4 mw Driven Monopole 1994 Bockstigen 000000 550 5 275MW Drilled Monopole 1997 Byn nnnn 2000w 2 Monopole 2000 unde 000000 15000 7 105MW penMarep9e 2000 HomsRev 00000 2000W 80 160MW Driven Monopole 2002 Roeland 00000 200w 4 ewf azo Roeland 00000 2300W 4 92MW azo Frederksham mommm 3000W 1 3w 2003 Frederksham 00000 2300W 1 23w azo Frederksham 00000 2300W 1 23w 2003 0000000000000 oo 200 w 5 0090000000000 2004 HHHHHHHHHH oo eow 2 0000000000000 2004 Beatrice2
28. HHHHHHHUHUHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHLH HHHHHUHHHHHHHHHHUHHHUHHHHHHHHHHHUHHHHHHHHHL HHHHUHUHHUUHHHHHHHHHHHUHUHHHHHHHHHHUHUHHHHHHLH HHUHHHHHHHHHHHHHHHHHI HHHUHHHHHHHHHHHHHHHH 520 125 40 63 2 IEC 61400 3 Wind turbines Part 3 Design requirements for offshore wind turbines O Ll O0 19 1000000 2009 2 1000000000000 TEC 614005 0 100 L 88 308 CDV IEC 61400 3 Ed 1 Wind turbines Part 1 Design requirements for offshore wind turbines 20080 10 10000 CDVQG 00000 20089 129 1900 0 0 FDIS 22000 900000 60 20080 120 26 88 338 RVD 00000060 IIHHHHHHHHHHHHHHHHHHHHHHHIECHHH BS D 00000000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL IEC 6140031 1HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL ISO 21650 20071 20100 Boulder O O O IECTCSS IEC 61400 30 100 00000 600 60600 600 0 0 0 0 6 0 000 0 0 020100 120 10000 HHHHHHHHHHHHHHHHHHH 88 388 0 HHHHHHHHHHH2011 10 22000000 D 0 D U UO U D 88 405 RQ HH
29. ii HHHUHHHUHUHHHHHUHHHHHHUHHHLHHUHHHHHHHHHHHHHL HHUHHHHHHHHHHHHHHHHUHHHHHHHHHHHUHHHHUHHHHHL HHHHHHHHHHHHHUHHHHHHHHHHHHUHUHHHHHHHHHHHIL UII gu gt 167 U 1 HHHHHHHUHHHHHHHHHUHUHHHHL O HHHHHHHHHHL HHHHHHHHHHUHHHHHHHL HHHHHHHHHL 1 1 HHHHHUHHHUHHHHHHHHHHHLH HHHUHHUHHHUHHHUHHHUHHHHHHLH HHHUHHUHHHUHHHHHHUHHUHHHHHHHHUHHHHHHHHHHHL eh ht HE BE OU HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHUHHHHHHHUHHUHHHHHHHUHHHHHHHHHHHHHLH 00060 EEE LPP FE Eee HHHHHUHHHHHUHHHUHHHHHHHHLH HHHUHHUHHHHHHHHHHHHIL HHUHHHHHHUHHUHHHHHHHHHHHHHHHHHHHHHHHHL UU TEL 00000 HHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHUHHUHHHHHHHHHHUHHHHHHHHHHHHHL 000 HHHHHHHHHHHHHHHHHHUHHHHHL HHUHHHHHHHHHHHHHHUHHHHHHHHHHHL HHHHHUHHHHHHHHUHHHHL dE EP He E EE E ED ETE ET Eee EI HHHHUHHHHHHHHHHHUHHHHUHHHHHHHHHHHHHHHHHHLH HHHHHHHHHH HHHHHHHHHHHUHIL J HHUHHHHHHHHHHHL H
30. 0000 00 00 60 00000 Y HHHHHHHHHHHHUHHHUHHHHHHUHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHUHHHHHHHHHHHHUHL 2 17 U HHHHHHHHHHHHHHHHHHHHHHHUHUHHHHHHHUHHHHHUHHHL HHHHHHHHHHHUHHHHUHHHHHHHHHHHHHHHHHHHL UW 0000 0 0 0 0 0000 00 000 0 0 00 0 0000 0 00 0 HHHHHHHHHHHHUHHHH 0000000000000000000000000000000 HHHHUHUUHHHUHHUHHHHHHHHHHHHHHHHHHHL Mataro HHHHHHHHHHHHHHHHHUHHHHHUHHHHHHL Woo EE A 0000 O00 O 2 18 tD de HHHHHUHHHHHHHHHHUUHHHHHHHHHHHHHHHHHHHHHHHLHHL UL LII HHHHHHHUHHHUHHHHHUHHUHHHHHHHHHHH UU ODO 0 000 0 0 0 0 0 00 0
31. I Iz Lol i Wapa x Mith on 2 PR e a Bonus x 208 M Ee moookW MW 4m iz AC 30kV VireStengnand 2001 NEG Micon uk 10MW AC 20kV 20kV 000k W Rev PHA Vestas 80 i Pl 2002 ro000kW 6 s AC 150k PaludanFlakS ana Bonus x 10 cem Nysted Bonus x 72 26 S 2003 gii AC 33kV 132kV Arklow Bank North Hoyle EE 80 EA 80my2000kW ES x S saisi Vibes iini aiat Scroby Sands Vestas x 30 m pe Sopp M m AC 33kW AC 39kV 2005 x AC 33kV AC 33kV Barrow inne Vestas x 30 varo 27 2006 MW AC 132kV Burbo Bank Siemens X25 36kV 107m3860kW S iB kiwa Lillgrund sane Siemens x 48 E 138kV 93m2300kW 2km B E Q7 4 Vestas XOE _ 2008 MW Cake ni Horns Rev 2009 Siemens XO1Jk 45kmt HI 93m 2300kW 36 0 170kV Test field Alpha gang Repowerx6 Ventus Multibridx6 60MW 66km Ac 30kV AC RS LUNG E ud ei
32. 1 2 O ETE E E HHHHHHUHHHHUHHUHHHHHHHHHHHHHHHHHHHHHHUHHHHHL HHHUHHHHHUHHHHHI lI E K HHHUHHHHHHHHHUHHHHHHHHHUHHHHHHHHHHHHHHHHHLH HHHUHHHHHHHHHUHHHHHHHUHHHHHL Hii E EEEE HHHHHHHHUHHHHHHHHUHHHHHHHHHHHHHHHHHHL HHHHUHHHHHHHHHHUHHHHUHHHHHHHHHHHHHHHHHHLH HHHUHHHHHHHHHIL HHUHHHHHHHHHHHHHHHHHHHHHHUHHHHHL J HHHHUHHUHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHLH HHHUHHHHHHHHHHH AAA BEBE BE De TH JUD HHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHLH HHHHUHHHHHHHHHHHUHHHHUHHHHHHHHUHHHHHHHHHHLH HHHUHUHUHHHHUHHUHHHHHHHHUHUHHHHHHHHHLH UUUUUUUD JUD HHHHHHHHHHHHHUHUHHHHUHHHHHHHHHHUHHHHHL giebt HOU HHHHUHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHLH HHHHHHHHHHHHHUHHHHHHHUHHUHHHHHHHHHHHL U HHUHHHHHHHUHHHHHHHHHHHL Uit 0 HHUHHHHHHUHHHUHHUHHHHHHHLH 1 3 Arto DE EEE HHHUHHUHHHHHHHHHHLH 0 HHUHHHHHHUHHHUHHHHHHHHHHL HHUHHHHHHHUHHHHHHHHHHHHHH LTB B
33. 2 14 02010000 1GWHHHHL HHHUHHHHHHHH 02009 02010 J HHHHUHHHUHHHHHHHHHUHHHHHHHHHHHHHHHHUHHHL 20000000000 2150000000000 1 200 7 A I lt IegPk IEIICIMHMEYIEIz IIZII IUI 01 777 7 AA eIrIOI lt lt o E SKHS lGI III IeHWPLII I lt L OEI z IQ8 amp aaI lt lt IE W LQZ lIEI2I I KIKKIII III III IIII IIIIIIIII I IIIIIIIIIIIIIIIIIIAIAI I I III I IIIIII HIIIII I I IIIIIII IIIIIII II IQI S I Z KNI VKIIZI II III lt I III IKI lt IZIOI K IIIIIIIKI I IIIIIII I I IIIIIAI IEIII IIII ITIINII IIAI IEI I ISI I I IIIIASI 1 000 SUD umen nn UE Z 600 n rh T Tv 0 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 Annual non EU o o o o oj ol ol mAnnualEu 5 o o 2 5 17 4 51 110 259 90 90 93 318 374 584 883 MW 0 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 acumuatvennE o o o o of oj ol of
34. mCumulatwe 5 5 5 7 12 29 29 32 32 36 256 515 605 695 787 1106 1479 2 063 2 946 b 000000 0 2 14HHHHHHHHHHHHHHHHHHHHH 1991 2010 Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 700 m ve e z 600 2500 500 400 300 zu EZ 200 N r 1000 100 u 500 b b b b b o o amp O OG O O DO 5G 8 ty c Qo O Lo A c to O m annual left axis cumulative right axis 2415HHHHHHHHHHHHHHHHHHHHHHHHH1993H 2011 EWEA The European offshore wind industry key trends and statics 2011 Jan 2012 HHHHHHHHHHHHHHHHUHHUHHUHHHHHHHUHHUUHHHHHH 2 1 60 7 HHHHHHHHHHHHHHU2010HHHHHHHHHHHHHHHHHU 3 u 0 L HHHHHHHHHHHHHHHHHH 29 921 40 AA AAA ls M 30 aa EEE EEE a Fee ee O 15 Annual wind capacity GW aoo zm 200 2004 200 2007 2008 200 2010 mos ar z re 16 ns os w sa mew oo o1 w os os o o o T os 10 Source EWEA and GWEC 2 1 6 20000 2010 Wind in our Sails The coming of Europe s offshore energy industry Nov 2011 a
35. EET d 0 0 HHHUHHHUHHHHHHHHHHHHHHHHHHUHHHL IlHHHHHHHHHHHHHHHHHHHHHHHUHHHHUHHHHHH 0000 HHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL SIN ET DEAE HHHHHHHHHUHHUHHHHHHHHHHHUHHHUHHHHHHHUHHHHHHH HHHHHHHHHUHHHHUHHHHHUHHHHHUHHHHHHHUHHHHHHL HHHHHHHHUHHHHHHHHHHHHHHHHHHHL Y HHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHUHHHHHHUHHUHHHHHHHHHHHHHL 00000 2 53 0000 000 0 0 0 000 00 0 0 0005 00 00 0 0 0 0 uL HHHHHHHHHHUHHHHHHHHHHUHHUHUHUHHHHHHHHHHHHHL 0000 LL Dua IB OD Om de 0084 HHHHHHUHHHHHHUHHHHHHHUHHHHHHHHHL EEE 000 HUHHHHHHHHHHHHHUHHHHHHHHHHHHHHHUHHHHUHL
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37. WINELO Project http en dcnsgroup com energy marine renewable energy winflo 38 Y 2147HHHHHHHHHHLH Hasan Bagbanc Dynamic Analysis of Offshore Floating Wind Turbines Naval Architecture and Marine Engineering Dec 2011 24148HHHHHHHHHHHHHAgucadoural http www offshorewind biz 39 i 000000 HHHHHHHHHHHHHHHUHHHHUHHHHHHHHHUHHHUHUHHUHHHHHLH HHHHHHSHHHHHHHHHHHHHH HHHHUHHHHHHHHHHHIL HHHHHHHHHHHHHHUHHHUHHHHHHHHHUHUHHHHHHHHHL o HHHHHHHH 2 14907 000000000 2 1 49 ECN MARIN Lagerwey Windmaster TUD MSC Studie naar haalbaarheid van en randvoorwaarden voor drijvende offshore windturbines Dec 2002 2 TLP TLP TLP ILPHHHHHHUHUHHUHHHHHUHHHHHHUHHHHHHHUHHHH Puglia Italy O SeaStarHHHHHHHH 40 2 1 50 TLP O O O O O Puglia Italy http www rina org uk 2 1 51 U U U O Puglia Italy http www bluehgroup com 2 1 52 A Henderson et al Floating Support Structures Enabling New Markets for Offshore Wind Energy EWEC Conference 2009 Marseille France 41 O 0000000000 HHHHHHHHHHHHHHUHHHUHHHHHHHHHHHUHHHHUHHUHHHLH HHHHHHHHHHHL
38. EEE Eee HEEL EE atada iii ERE B EIS EIER ENDETE EB DEI HD EEE EL HHHHHHUHHHHHHHUUHHHHHHHUHHHHHHUHHUHHHIL HHHUHHHUHHHHHHHHUHHHHHHHHHHHHHHHHHIL HHHHHHHUHHHHHHHHHHHHHHUHHHHHHHHUHHHIL HHHHUHHHUHHHHHHUHHHHHHUHHHHHHHHUHHHIL HHHHHHHHHHHHHHUHUHHHHHHHHHHLH EEG IIA AI CSCO ER BD DE EEE HHHHUHHHHHHHHHUHUHHHHHHUHHHHHHUHHHHIL HHHHHHHUHHHHHHUHHHHHUHUHHHHHHUHHHHI HHHHHHHHHHHHHUHHHHHHHHHHHHHUHHUHHHHLH HHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHIL HHHHHUHHHUHHHHHHUHHHHHHHHHHHHHHHUHHHIL HHUHHHHHHHHHHHHUHHHHUHUHHHHHHHHHL HHHHUHHHUHHHHHHHHHHHHHUHHHHHHHHUHHHI 000 000 010 E 000 5 25 00060 HHHHUHHHHHHHHHHUHHHHHHUHHHHHHHHHHHIL BBD ODO E ODO TU HHPH i ui JB HHHHHHHHHHHHHI 00060 HHHHUHHUHHHHHHHHHHHHHHHHUHHHHHHHHHHI HHHHUHHHUHHHHHUHHHUHUHHHUHHHHHHUHUHHHIL HHHHHHHHHHHHUHHHHHHHHHHHHUHHUHHHHHHLH HHHHUHHHUHHHHHHUHHHHHHHHHHHHHHUHHHI 7HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH UL DEED HE BHL UL 1111 000 EEE BEE E HUHHH HHHHHHHHHHUHHHHUHHHHHHUHHHHHHHUHHHHHI HHHHHHHHHHHHHHHHL 00060 HHHHHHHHHHHHHHHHHHHHHHHH 300000000 340 0000000000000
39. aaa D00 1000000000000000000000000000000000000000000000 II HHHHUHHHHHHHHHHHHHHUHHUHHHHHHHHHHHHHHHHHUHHHUHHHHHHHHHHHHHHHHHHUHHHH 7 2 Design methodology IU Design situations and load ENT eH EUR LOL UL h 4 E HUHHHHL 00000000060 Load and load effect Annnnnnonnn IAN EIN DER EHE DEE RP EHI SH LE IE calcuations DOD0002000000000800000000 00000000000000080000000000000U00 ISO61400 1 76 Ultimate limit state analysis 0000000 IAN EE DRIN RR E RE DUE AAA E RU IEC61400 1 Control and protection system HHHHHHHHHL H HPB PEP OE E T T ii hili EI E hiyi EE H E E D ED E T Mechanical systems UH ELET FE D 000000 000 00000 00 U 5 61400 1 HL a AAA TARA E OD Electrical syste
40. 2 1 180 18 DIRECT DRIVE PARTIAL GEARED Mechanical transmission concept Mechanical transmission concept 2000 2002 2004 2006 2008 2010 2012 2014 2000 2002 2004 2006 2008 2010 2012 2014 Deployment date 1 prototype Deployment date 1 prototype Source GL Garrad Hassan 2 1 18 Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 UpWind 2006 U O 2011 HHHUHHHHHHHHUHHHUHHHHHHHHHHHHHU 20MWHHHL HHHHHHHHHHHHHHUHHUHHUHHUHHHHHL Riso National Laboratory O HHHHHHHHHHHHHUHHHHHHHHH HHHUHHHHHHHHHHHHHL HHHUHHUHHHHHHHHHUHHHHHHHHHUHHHHHUHHHHHHHHL HHHHHHHHHHHHHHHHHUHUHHUHHHHHHHHUHHUHHUHHHHHHLH HHHUHHHHHHHHHHHHHHHHUHUHHHHHHHHUHHUHHHUHHHHHLH HHHHHHHHHHHHHUHHHHHHHHHHHHUHHHHHHHHHHHHHL 19 WP Number Work Package 2 Aerodynamics and aero elastics 3 Rotor structure and materials 4 Foundations and support structures 5 Control systems 6 Remote sensing 7 Condition monitoring 9 Electrical grid 10 Management Scientific integration Technology integration 2 1 19 UpWindlHHHHHHHHHHHHHHHHL UpWind Design limits and solutions for very large wind turbines March 2011 20 HHHHHHHHHHHHL HHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHHUHHHHHLH HHHHHHHHHHHUHUHHHHHHHHHHHHUUHHHHHHHHHHHHL HHHHHHHHHL wake v
41. Assessment of Site specific site design Design conditions Assessment Project Certificate What we can do for you Specifically the modules composing or services related to Project Certification include Assessment of site design conditions Module involving assessment of site conditions such as environmental electrical and soil conditions Site specific Design Assessment Assessment of load assumptions and design of the wind turbine including foundation with respect to site conditions particular account taken of wake effects seismic conditions complex terrain and temperature extremes Surveillance during production The aim of the surveillance of production is to verify that the production is done according to the approved drawings rules and specifications Surveillance during transport and erection Appraisal of specifications and procedures by GL RC specialists and monitoring by inspectors on site Surveillance during commissioning Tests on the proper functioning of control and safety systems of the wind turbine and ltS operational behaviour checks for damage and conformity of the components used with the certification documents Periodic Monitoring Checks every two or four years on all systems for functionality corrosion wear damage etc Germanischer Lloyd Industrial Services GmbH oar Renewables Certification FSC Brooktorkai 18 20457 Hamburg Germany Surveillance during produ
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48. 39 4 90 Part Introduction Part A Introduction 1 Preface Within the framework of approval procedures for offshore wind farms to built in the Exclusive Economic Zone Z the applicants i e the developers are required to provide proof for the instal lations structural safety and use of approved state of the art technology cf Art 5 para 2 Seeanla genverordnung SeeAnIV Marine Facilities Ordinance This first update of the standard for ground investigations which provides specifications for the foundations of offshore wind turbines has been developed under the guidance of the BSH Compliance with this technical standard according to Art 4 para 2 SeeAnIV which constitutes part of the standard Design of Offshore Wind Turbines is required in the approvals granted under SeeAnlV The technical requirements have been standardised to ensure legal certainty and investment security and to provide the approval authority which is committed to the principle of equal treatment with a valuable tool in its decisionmaking process regarding offshore wind farm approvals This updated standard Ground Investigations for Offshore Wind Farms issued by the approval authority specifies the minimum requirements to be met when performing the required geological and geophysical site surveys prior to the installation of offshore wind farm components according to the standard Design of Offshore
49. SUOHPIT3IE 2 Buungsejnuey SIBAIFUE AD Su 1 Puluueld 911199dS 931S uBis p JIOSdS 91IG ju uuss sse jenusjod DuijS9 juouussosse ubisag a PUIM Jo juauissassy B JUSWSSISSE 9 S suomnepuno 4y o ME qu DU E MATT rs A E ca 7 T m CE 463 S 5105 UISSOT ANEW pu eousyo 005 ANL HSA ueuuec jo AOuSDV QOIudB DOJDAH pue jeJepe eu Aq pasiuboga swe DUIA DOd 95 GZ0 L 29 081 sesaJo eunsodxe SSIOU pue Mopeus pue speeds Jo DISIA pJeue pue jenuajod JO USUUSSSSSB OIIOSdS 91 IS 09 jo jueuissesse ay 10 se UOIB ID9JOOB 9JOUSJO pue aJousuo sjueuoduioo pue seuigJn JOJ poq se uonelupoJooe IBUOI1BUJS UI 89IAJ9G eujsnpu HAWS 9IA19S 005 ANL ue amp p x f sDunuenipenpryy sayasa EE LT TI E A ia a nn EF rg un wu beg ES USES nue pe
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51. 154kV BardOfshorel 2010 Bardx80 128km E PCC 122m5000kW 400MW AC SEV 203km 1S0kVDC HHHHHHHHHHHHHHHHHHHHUHHHHHHHUHHHHHH2011H 11 45 Eg To Shore Alternative A Radial Network with Single Hub Altemative B Single Return with Single Hub Hub NE To Shore Alternative C Single Sided Ring with Single Hub Altemative D Double Sided Ring with Single Hub nm Hub W Wor Alternative E Star Cluster with Single Hub 1 2150 John Twidell and Gaetnano Gaudiosi Offshore Wind Power Multi Science Publishing Co Ltd Cable specification for 33 Type 1 95 mm Type 2 185 mm Jo Shore Type 3 240 mm 2 157 HHHHHHHHHHHHHHHHHHHHUHHHHHHH John Twidell and Gaetnano Gaudiosi Offshore Wind Power Multi Science Publishing Ltd 46 HHHHHHL HHHUHHHHHHHHHHHHHHHHHHHHHHUHHHHUHHHHHHHL HHHHHL o HHHHHHHH HHHUHHHHHHHHHHHHUHHHHHHHHHLH e HHHHHHHHHHHH HHHHHHHHHHI o HHHHHH HHUHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHUHUHHHHHHHHHHHHHHHUHHUHHHUHHHHHHLH UUUUUUUD UUUUUUUUD 000060 0000060 ey ESE a HHHHHHHHHL HHHHHUHHL OO OO 47 X S gt
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53. 010050 HHUHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHUHHUHUHHHHLH HHHUHHHHHH21HHHHHHHHHHHHHHHHHL HHHHHUHHUHUHHHHHHHHHHHHDNVUHHUHHU 0000 00000000 Be GCE UU HHHHHHHHH 80 0 9 Requi renent for nd tur bi nes 7 30 1900 220 1 251 Gid D 000000 Integration of Large Hu Wi Anount of W nd Power 000000000 30 201 0 221 I EQ TC88 PT3 2 0 200000 0 IL Sanmuerson Design Requi renent PT3 20 f or floating DO offshore W nd tur bi nes 1 O 00000 271 Gernanl sher Lloyd 700000 Ki Renevabl EE Ar gyri adi s EDS TIT Certi fi cati on and Axel J unnke 30 281 TIUVSUHHHHHHHIHHHHHHH Mite Lossin 1000 International Energy Agency II O Electrotechnical Commssion 7 U 0 U LTC88 ITechnial Committee 88 Germanisher 5 The Aneri can Bureau of Shi ppi ng 000000000 118 Gernanisher Lloyd 800 U0 2000000000 767 million EURO 000000 Cernani sher Lloyd AU 0 0 188700 0000000000000 000 HHHHHHHHHHHHHHHUHUUHHHHHHHHHHHHHHL HHHHHHHHHHHHHHUHHHHHHHHHHHH HHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHI HHHHUHHHHHHHHHUHHHHHHHHHHHHHHHUHHHUHHHL
54. HHHHHHUHHHHHHHHUHHHHUHHHHHHHHHHHHL UO UUW OU UU 0 0 0 0 00 000 00 0 0 0 0 000 00 HHHHHHHHH HHHHHHHHHHUHHHHHHHHUHHHHHUHHUHH 2 adorada EPI BEER EE GE HHHHHHHUHHUHHHHHUHUHHHHHHHHHHHHHHHHHUHHHHHHH U HHHUHHHHHHHHHHHHUHHHHHHUHHHHHHHHHHHHH Y HUHHHHHUHHHHHUHUHHHUHUHHHHHHHHHHUHHHHLHHHHHHHL HHHHHHHUHHHHHHHHHHHHHHHUHHHHUHHHHHHHHHHHHL ihhh BE TL DD DUO BDO DO BDO 0 00 ODO DO DD H p 00 0 0000 HHHHHHUHHHHHUHHHHHHHUHHHHHHHHHHUUHHUHHHHHHHL 0000 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 00 0 0000 Y HHHHHHHUHHHHUHHHHHHHHHHHHHL 221 U HHHHHHHHUHHHHUHHHHHHHUHHHHHHHHHHHHHHHHHHH HHHHUHHHHHHHHHULHHUHHHHHHHHHHHHHHHHUHHHHHHL HHHHHHHIHHUHHHHHHHUHHHHHHHHHHHHHUHHHHHHHHHL HUHHHHHHHHH U 0000001000000 HHHHHHHHHHHHHUHHHUHHHHHHHHHHHUHHHHHHHHHL HHHHHHHHHHHHHUHHHHUHHHUHHHHHUHHHHHHHHHHHHHL UU iul IB ERLERNEN DIE DL 410100000000 UU 0 0 0 00 000 0 0 0 0 0 0 0 0 0 100 e BE E UD 0000 0 HHHHHHHHUHHHHUHHHUHHHHHHHHHHHHHHUHHHHHHL HHHIHHHHHHHHHHHUHHHHHHHHHHHHHHUHHHHHUHUHHHHHL E O 00900000 A ES EEE ED EEE DEUS ilt il bil L HHHHHHHUHHHHHUHHHHHUHHHHUHH
55. HAM MT M Mn A AN 1 11 nmi ty i MM A Vni n MU ji ii I Th D N Mt UT i n ii HAMM Poo i N IE Du i n HM MI o imu n V n 7 W Rn Essentially based on the same principles of Type Certification see corresponding information sheet Project Certification evaluates the technical integrity of the wind project in light of site specific conditions e g cold climate wake effects etc Minimising risks and increasing the confidence of investors insurers operators and authorities are the main drivers of a third party Project Certification The benefit of Certification from GL RC is that the various certification processes and guidelines can be applied almost simultaneously ensuring safe reliable and successful wind projects onshore and offshore Project Certification modules From design evaluation to surveillance of fabrication up to commissioning and periodic monitoring GL RC offers under one roof the full range of services for project certification Upon successful completion of each of the modules shown in the flow chart below a Project Certificate is issued and remains valid during the lifetime of the project as long as Periodic Monitoring is carried out 4 50 Certificate
56. UDUUUDUUUU UO HHHHHHL 00000000 0009000001000 001100001 IPB ipi HUHUHHHHHHHHHHIHHHHHHHHH7 000000060 0 HVDC 000000 001000010000 0019000100009 0010090001 0000060 00000060 HHHHHHHH 1000000000000 0000000 UU 000000000 116 0000060 0000060 CO LT LT O OC InHnpnnHnn CO CI AO AO SE DEBE E EE SEI AA Ug md ut O L 0000060 il HUHHHHHHHHL HUHHHHHHHHL ED E EL HHHHHHHHHHHIL 100000 HHUHUHHHHHHLH 2m H HPH TH B H Il I Ul HHHHHHHHHH 201 MO UUU 0900010600 117 E E LI El El Emp EE E E LI LI CI L Ir CI CI CI CI A 00000000060 II EEE 200 UDUUUUUUUD HHUHUHHHHHHL HHHHHHHHHIL HHUHHUHHHUHHHL HHHHHHUHHL Eu HHHHHHLH 0810 00 0000000000 UDUUUUUUUD 2 25
57. ili LD PPT HHHHHHHHHHHHHHHUHHHHHHHUHHHHHHUHHHHHL OHHHHUHHHUHHHHHHHHHHHHHUHHHUHHHHHUHHHHHHHL HHHHHHHHHHHHHHHHHUHHHHHHHHHUHHUHHUHHHHHHHHHHH HHHHHHHUHUHHHHUHHHHHHHHHHHHHHUHHHUHHHHHHHHL D ULL 0000000 HUHHHHHHHHHHHHHHUHUHHHHHHHHHUHHHHHL HHHHHHHHHHHHUHHHHUHHUHHHHHHHHHUHHHHHUHHHHL HHHHHHHHHHHHUHHUHHHHHHHHHHHHHHHHHHHHHHHL 00000 HHHHHHHHHHHHHHUHHHHUHHHHHHHHHHHHHHHHHUHHHH 00 0060 0 00 000 00000 digiti 2 33 0 00 00 000 0000 0000 0 OD ODO ODO DO DD 000 00 000 000000000 DU 0000 e e HHHHHHH HHHHHHHHUHHHHHHHHHHHHHHHHUHHHUHHHHHL HHHHUHH YU HHHUHHHHHHHHHHHHHLHHHHHHHL 0 HHHUHHHHHHHHHUHHHHUHHHHHHHUHHHHUHHHHHH 000 000 00 Y HHHHHHHHHHHHHHH UE E UE Lui uuu 0 0 0 00 HHHHHUHHHHHHHHHHHHHHHHHUHHHHH HHHHHHUHHHHHUHHHHHHHUHHHHHHLHHL A lll 0000 00000 HHHHHHHHHHHHHUHHHHHHHUHHHHHHHHUHHHHHHH 2 34 HHHHHHH HHHHUHHHHUHHHHHUHHHHHUHHHHHHHHUHHHHHL
58. 216HHHHHHHHHHL Stability Ballast Mooring Mooring Hydrostatic Hydrostatic Hydrostatic min Depth 150m som som Sm Sm Sm Cost Size Uncertain Size Uncertain Size Good ME Challenging Good PEOR Good Good Good Torque Good Installation Challenging Challenging Challenging Good Challenging technical issue to be analysed and resolved Size z cost prognosis negative due to size of vessel and hence cost A Henderson et al Floating Support Structures Enabling New Markets for Offshore Wind Energy EWEC Conference 2009 Marseille France HHHHHHHHHHHHHHUHHHHHHL HHHUHHUHHHHHHHHHHHHHHHHHUHHUHHHHHHHHHLH 2010 17 4m 2011 228m 1 U U U 1 2010 27 1km 2011 23 4km 2011 2 1 53 21500000000 42 120 100 80 60 40 Average distance to shore km 20 2 Germany O Portugal Denmark Belgium 30 40 50 60 Average water depth m 21532011HHUHUHHHHHHHHHHHHHUHHHHL The European offshore wind industry key trends and statics 2011 Jan 2012 120 ae 80 60 Distance to shore km AQ 20 V ATS c e online e under construction een m 2154HHHHHHHHHHHHHHHHHUHHL The E
59. WM Tr MANU ul NN MM ia M WM Ww NN I IN 1 MM Il INN T M LA Wi hi ALAM N n MM WTA WM LAM WM M i i WTA NUM a 1 it Y A MAA nin VECTEUR m il M NR MN HI UN NA 1 mmi INTY i 1 Hi Ian NH ri iT il IT MT n WEE nn NL ni AT N MM Ti hi ni NNNM VITIA GRAY A MAN ENTE T i N N ni JP AH UI APTA MI IN B2 MI MT HH ji un WHEN Wi i mi li T TIE Ji WAWA IN un Me a TOT MIT Applying different certification processes and guidelines in parallel GL RC endorses the safety and reliability of onshore and offshore wind turbines GL RC s meticulous Type Certifica tions ultimately minimise risks and increase the confidence of investors insurers operators and authorities alike with respect to a turbine s technical integrity structural reliability functionality and safety Leading the way As the world s leading certification body in the wind industry GL RC has been certifying wind turbines and their components for three decades In 1986 GL RC created the first comprehensive certification procedure for international Type Certification the basis of which still applies today In fact GL RC is the world s only certific
60. mn EZ 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 1280 1 530 2520 3 440 3 60 6500 7270 8133 8 207 11 531 15 245 19 866 26 560 38 610 38 828 41 236 a 0000 250 000 Mw ee a tent 106 000 E eE E E E A 2832YSES2SSYSSGCSYSS2S29 A t 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 6100 7600 10 200 13 600 17400 23 900 31100 39 431 47 620 59 091 74 052 93 820 120 291 158 864 197637 238 351 b 2 11HHHHHHHHHHHHHUHHHHHHHHHHHLH GWEC Global Wind Statics Feb 7 2012 HHHHHHHHHHUHHHHUHHHHH201IHHHHHHHUHHHH 440 000 HHHHHHHHHHUHUHHHHUHUHHHHH2eHHHHHHHHHHHHHHHHHHL 21200 2009 OOOO OCE 209 201 00000000000 2 1 3 Rest of the world Sweden 1020000000 2 212 HHHHHHHHHHHHHHHHHHHHHHLH GWEC Global Wind Statics Feb 7 2012 RS 20000 a A AAA ADE me 14000 une uw KISS emet Europe America Asia Latin America Africa amp Pacific Middle East 1213 U0UUUUUUUUUUUUUUUUUUUUUUUUU U GWEC Global Wind Statics Feb 7 2012 10 000 8 000 6 000 4 000 2 000 0 2
61. Jack up vessel Leg stabilised crane vessel Excalibur 25 Sea Power at Lilligrund D 9 5 Ei z m m k 1 Er w i DP2 Heavy lift cargo vessel semi submersible heavy lift vessel Jumbo Javelin Thialf at Alpha Ventus Men 01oud 25 3 a s n ue c Bail a E Shearleg cranebarge Floating dumb barge with crane Rambiz Haven Seaforth 2158 HHHHHHHHHHHHHHI Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 48 HHUUHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHUHHUHHHHLH HHUHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHUHHHHH HHHHHHHHHHHHHHHUHHHHHHHHHHHHUHHHHHHHHHHL 00060 HHHHHHHHHUHHHUHHHHHHSHHHHH HHHHHHHHH HHHHHHHHHHUHHUHHHHHHHHHHHH SASHHHHHHHHHHHIL HHHHLH 2 1 59 SASH John Twidell and Gaetnano Gaudiosi Offshore Wind Power Multi Science Publishing Ltd DOCK SASH allows the safe access to platforms 2 1 60 SASH I EH Ll Germanischer Lloyd nonstop 2007 Edition 1 HHHHHHHHHHHHHHH 1900000000000 Bockstingen D HHHHHHHHHHHHHHHHHUHUUHHHHHHHHHHUHHHUHHHHHHLH HHHHHHHHHHHHHUHUHHHHHHUHUHHHHHHLH 40 2 1 61 Bockstingenl http www seacore com projects BockstigenWi
62. UL A AAA HUHHHHHHHHHHHHHHHHHHH MODO DO OD DDD utut 000 HUHHHHHUHHHHHUHHHHUHHHHUHHHHHHHHHHHHHHHLHHL HHHHHHHHHHUHHHHHHHHHUHHHHHUHHHHHHHHHHHHHHHL 2 43 HHHHHUHUHHHHHUHHHHHHHHHHHJHHHUHHHHUHHHHHHHHHHL HHHHHHHHHUHHHHHHHHHUHHHHHUHHHHHHHHUHHHHHHH Y HHHHHHHHHUHHHHHHHHHHHHHHHHHUHHHHHHUHHHHHL HHHHHHHHUHHHUHHHHHHHHHHHHHUHHHHHHHHHHHHL IHHHHHHHHHUHHHHHUHHHHHHHLHHHHHUHHHHHHHHHHHH 0 Y HHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHUHHHL HHHHHHHHHHHHHHHHHHHHHUHHHHHHUHHHHHHHHHHHH HHHHHHHHHHHHHUHHHHHHHHHHHHHHUHHHHHHHHHHLHH 00 HUHHHHUHHHHHHUHHHUHUHHHUHHHHHHHHHUHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHH 0000 HHHHHHHHHHL BENDER H ERA GE AH IR UL 000 HUHHHHHHHHHHHUHHHHHHHHHHHHHHUHUHHHHHHHHL 0000 HUHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHHHHHHL
63. 2 2 1 38 Blue H Technologies http gigaom com cleantech floating the idea of offshore wind 23 gt 5 VertiWind 0000 TechnipH HHHHHHHH 2MWHHHHHHHH 201200000 HHHHHHHHHHHHHHHHHHHHH 2 1 39 VertiWind 85m I UUU 2MW 00 0000 http www rechagenews com 33 HHHUHHHHHUHHHUHHHHHHUHHUHHHHHHHHHUHHHHUHHH HHHHHHHHUHHHHHHHHUHHHHHHHHHHHHUHUHHHHHHHHHL 215HHHHHHHHHHHHHHHUHHHLH 2150000000000000000 000000 HHHHHHL UD ut HHHUHHHHHL HHHHHLH 00000 0000 Wa UU HHHHHHHUHHHL 0000060 000060 UD HHHHHHHHHL HHHHUHHHHHLH HHHHUHL HHHHHHHHL HHHHUHHHHLH HHHHHL 00060 Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 IIHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH2011 11 34 o HHHHHHH HHHHHHHHHHHHHHUHUHHHHHHHHUUHHHHHHHHHHHHHL 2140 ECN MARIN Lagerwey Windmaster TNO TUD MSC Studie naar haalbaarheid van en randvoorwaarden voor drijvende offshore windturbines Dec 2002 U 2 1 41 UDUUUULULUUWUUDUUL EWEA UpWind Design limits and solutions for very large wind turbines March 2011 e HHUHHHHHHHHHHHHHHHUHUHHHHHHHHHHH 21 420 l ul l 35 HHUHHHHHHHHHHHH
64. oM ow 1 j VAM nid EC OE ER QUU M ii AO mu At Germanischer Lloyd Industrial Services GmbH Renewables Certification GL RC Type Certification together with Com ponent Certification and Project Certification is an integral part of our unique 3 dimensional approach Our vast portfolio and extensive expertise in each of these fields inspire original solutions which help you maximise the value of your investment Working the entire project lifecycle GL RC delivers on a global scale one stop shopping thanks to our trademark holistic service offering Certification of wind turbines defined as the proof of compliance with defined guidelines codes and standards goes back 30 years Historically dominated by wind pioneer nations Germany Denmark etc certification and the development of related guidelines are growing in importance as emerging markets China US etc as well as numerous banks and owners are realising the value of a thorough evaluation and certification of wind turbines GL RC excels in performing state of the art independent Type Certification for both manufacturers and developers 4 54 MM M NM AM u WD il VIN QU WN ll Mh M I ll WU Vit lul RAIN EA Y I WM UI M MN 7 NA SON a i n n n Tu Y MI In M A T 1 i N hun A LIM J DVL M 1 BUTTER
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66. P u _ 4 z Yn WU MI ur IN Ni 1 i WN ui zu no An m b F 1 Es i mM V 1 a n M 1 Nb i 4 A 4 TI e M Jl 1 a Ina rrr SY DIDI 41 N i MU nn Du nir M T M e Damen ir til TI m MANNA N Ji Y n TM 1 M HIM a T j i T t ka Iri T i i 1 K 9 1 ai Nr su 4 Inh n 5 TM i IH til y nO n Hi im Will fi baut T f i vli mI AM TM IA n UI Im AA DEMETRII III IH TT MINMI D I jn TA hi AM VA VI j TM yam Ti IT ni TET IT I My t TUI I Nt IT if Wi ii im 1 A V TH fi AA NU UM fid VA DA TH THAT T I Ji TEN Fue TT ATI I y MU I HINTEN 1 pe N TEE nr FM III un Nu i i If NI Il Fi JH MIU I TH Wits I TH Sid 11 PH i kI Jl AAT NN i D Tcu M ace t T ar n VA un hd
67. om wem eem onen DDD moons nomen pom bon pons aneron bm http www caithnesswindfarms co uk 2119 ER oes Parts 3 x 1 3MW http www caithnesswindfarms co uk 78 2 2 HHHHHHUHHHHHUHHHHHHHHHHHHHHHHHHHHHHHH 2 2 1 HHHHHHHHHHHHHHHH 1 00 00 00 a BE IIHHHHHHHHHHHH 1983 000 0 00 00 0000000000000 HHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHIL 2 2 10 221 000 EC 61400 3 EC 61400 3 2009 Ed Do d EE U Desi gn Requi r enent s f or Edition d D shore Tur bi ns 1 0 ED EE P RD ED HHHHHHHIH 000 Gudel for the Certification d Wnd 2005 of fshore Wnd Tur bi nes 1995 NOAA Desi gn of Cffshore W nd Tur bi ne 2004 St r uct ur e DW J 101 0000000 0000 000000 O uuu L HH Reconmendation for Technical The Dani sh 2001 HAH E Approval of fshore Whnd Energy PER T D D B Bo Tur bi nes Agency An Gui de t o an Qf f shore Wnd Farm The Crown 2010 0000000 Estate LILLLLHLLHHH O O U assi fi cati on and Bur
68. 61400 3 Ed 1O HHHHHHH 40 19000 40 200 000000 10000000000000 NE Nn D 90000 190000 HHHHUHHHHHL 2012 EC 61400 3 Ed 11000 ll Lu uM IS 63 10 0000000 2011 61400 3 2 Ed 1 AQUA 20000 90 210 ODONR 00000 PARI UU DU NUL 1 H H 2011 10 0 U U EC 61400 3 2 Ed 1000 HHHUHHH 120 5000 120 60 UUUUDU 0000060 2012 IEC 61400 3 2 Ed 100 Ug 21000 220 NI Ug Vel TL 2012 EC 61400 3 2 Ed 1100 UD 90000 1900 000 000060 Wes 200000060 127 HHHHHHHUHHHHHHH UD utt IEC61400 3 7 4 8 000000000000 00000 000000000 HHHHHUHHHHHHHHHHHHHUHUHHHHHHHHHHUHHHHHHHHHLH 05ms HHHHHHHHHHHHHUHHHHHHHHLH 00000000 EIER aaa Bei HHHHHHHHUHHHUHHUHHHHUHHUHUHHHHHHHHHHHHHHHHHLH HHHHHHHHHHHHHHUUHHHHHHHHHHHHHHHHHHHHHHHL HHLHHHUHUHHHHHUHHHHHUHHHHHHHHHHHHHHHHHHHHHHLH EE ye ONE E ET e
69. HHHHHHHHHHHHI HUHHHH HHHHHHHHHHHHHHHHHLHHUHHHHHHHHHHHHHHHI HHHHHHHHHHUHHHHHHHHHHHHHHHHUHHHHHLH HHHHUHHHUHHHHHHHHHHHHHHHHHHHHHUHHHHLH JU Ullu l 00060 ELE BEE BEE EEE EE EE DO EEE ELE HHHUHUHHHUHHHHHHUHHHHHHUHHHHHHHHUHHHHH HHHHHHHHHHHHHI HHHHHHHHHHHHHHHHHHHHHHUHHHHHHUHHHI HHHHHHHHHHHIL E B u ub HHHHHHUHHHHHHHHUHHHHHUHHHHHHHHHUHHHHHL UND RE 000000000 IECHH 1HHH10HHHHHHHHHHHHHHHHHHHHHHHHH ooo ul 33 3 HHHHHHHHHHHHHHHHHHHHHHHFHHHHHHH 61400 1 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHH 00 6060000 60080606060060606060008 000000 00000000000000000000000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 000 HHHHHHHHHHHHHHHHHHHHHH 5 8 HUHHHH 00060 00060 000 00060 HUHHH 1 1 000 00060 1 000 UUUDUD HHHHHHHUHHHHHHHUHHHHHHHUHHHHHHHUHHHI HHHHUHHHHUHHHHHHHHHHHHHHUHHHHHHHHHHHI EP EEO MENT hiii UI DO DD O DD 0 0 00005 HHHHHHHUHHHH NEDOHHH HHHHUHHHUHHHHUHHHHHHUHHHHHHHHHHHL A HHHHHUHHUHHHHHHUHHHHUUHHHHHUHHHHUUHHHHHHHHL 00004000000 40008 B HHHHUHUHHUHHHHUHHHHHHHHL HHHHUHHHHHUHHHHUHHHHUHHHHUUHHHHHUHHHHL IT HL Bs hii hilli EEE E BE EP EDI
70. Hull Deck 00000 000000000 6 FLOATING STRUCTURE DESIGN AND ANALYSIS OTHER HULLS 1 introduction 00d 2 Structural Design Using Steel 000000000 HHH 30500 0000000000000000000000000000000000 00000000000 Fabrication uem ODO HHHHHHUHHHH HHHHHLH Stapity ard veteri 000000000 System Safety and Loss Convo 0000000000000 7 CONVERSION AND REUSE OF EXISTING 0000000000000 FLOATING STRUCTURES General Design Construction and Maintenance 2 000000000 Standards Pre Conversion Structural Suvey HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH Pror Sewe nnanpmnr Corrosion Production and Material MM Suitability Inspection and Maintenance Hydrostatic Stability 9 STATION KEEPING AND ANCHORING SYSTEMS HHHHHHHHHHHHL General Differences Between FPS and MODU 000000000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHH 4 Analysis Method 0000 6 Special Considerations for Mooring Desin HHHHHHHHHHHHHHH nn HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL CONTROL AND TRANSPORT SYSTEMS HUUHUUHHUUUUUHUUH 1 JPuposeandscope Hnnnnnn 99 General 2 Pwm TT Well Completion Procedures and Subsystems 6 Control Systems Lines and Fluis 0000000000000 NN Operation Inspection and Mainten
71. UL 20 Ut 030 37 38 HHHHHHHL 39 40 41 42 43 44 44112 45 46112 46113 40 4 465 46 16 46 17 468 46 9 46110 4611 461112 461113 40 14 46115 46116 46117 46118 46119 46120 46121 461122 ID UU d utut LIUHHHHHHLH 00000 Dat 000 8000 08 HHHHHHHHHL HHHHHHHHHHHL LIHHHHHHHHHHHHHHL 00000060 0000000 Man B ER HHHHHHUHL HHHHHHUHLH LIHHHHHUHHHHUHHHUHHHHHLH LIHHHHHUHHHHHUHHHHHHHHH J HE DT E 40000060 00000 0000000 HHHHHHUHHHHHHHHHHHHHHHHHLH LIHHHHHHHHHHHHH 139 UU iL 4748 T Uu uu 4950 M00000 20012 MODO D000 000 51 000000 52 gt HHHHHHHHHHHHHH 0000 gt UL HHHHHHHH 56 I DU DH HL D D U U Ll 57 D tutu 3 02 M0000000 UL 058 66 BEE HHHHHHHHHL 1931 99141 01000 114 UL 01151 1230 140 HHHHHHHH O OL O OL O OL O OL O OL O OL HHHHHHHHHHHHHH HHHHHHHHLH HHHHLH HHHHHHHHHH
72. HARK SAN ny T N I WW WW AER NU IM Ili TAM M I IER T ERREUR N IL i T MI M ul Pm WW TEREI FTL AMA LO PULO NAM UL il MNA 1 OT WAWA UR t 1 MN M N NOM N i E ON um WW 4 Aon LER whe T n M A i RET DU m i nl I EN li MANI MI M AA I M TUAM T IN MA MAN ATA TRIN N NIMI hi HAM 1141 nni M y ji fii NI INN m TUM T arn pi pn I Wn AN I UR ni n MIER INN IJF TAI 1 n iji if ELTE Which way is the wind blowing in the market For many in the industry it is definitely a tailwind In mature markets such as Germany there is a growing demand for offshore projects and repowering And in markets such as America Asia UK Spain France and Italy there is clear growth potential As new wind farms are designed and built onshore and offshore manufacturers owners and operators investors and insurers all require project expertise verification and certification Leading the way Germanischer Lloyd I
73. HHHHHHLHHL HHHUHHHHHL HHHHHHHUHHH L L L L L L 000 0 HHHHHL 0 HHHHHLH 0 0000 0 HHHHHL 0 HHHHHHHH 0 HHHHHHHHL L T 0000000000 HHUHHHHHHUHHHHUHHHHHHHHHHH U HHHHHL 2 57 HHUHHHHUHHHL 0 HHHUHHHHHHHHHHHHHUHHHHHHL HHHHHHHHHHHHHHHL 0000 0000000000 0000000 DO 0000 000 0 00000 2 58 uU HHHHHH 00000 060 0 ODO 0 HHHHHHHHHL U U 03 A I HHHHHHHHHHHHHL O OL MENEE qh UL UL EL ELI PETS EE UL HHHHHL UL HHHHHL UL UUUUBULD LL HOU e H sQ H HHHHHHL Ul UD UD 3 1 HHHHHUHHHHHHHUHHHHHHL HHHHHHHHUHHHHHHHHHHL HHHHHHHHHHHHHHHL 000 HHHHHHHHHUHHHHHHHHHUHHHHHHHUHHHHHHUHHHL HHHHHHHHHUHHHHHHHHHHHHUHHHUHHHHHHHUHHHHUHLH U HHHHHHHHHHHUHHHHUHHHUHHHHHHUHHHHHHHHHUHHHHHH 00 0 HHHHHHHHHHHHHHHUHHUHUHHHHHUHHHHHHHHHHHHHHH 0000 hiii DODO DO DO DO ODO DD 00 0 0 0 0 0 0 0 00 00000 000 HHHHHHHHHHHHUHHHHHHHUHHHHUHHHHHHHUHHHHHUHHHHHH 000 HHHHUHHHHHHHHUHUHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHUHHHHUUHHHHHHHHHHL 0 HHHHHHHHHHHUHHHHHUHHHHHHHHHUHHH
74. IC i y i i lll mhil l IT TA A ul li MIN N IC t fi w Hh IN I e vim AN jh 10 VM EA Il niii N AN Ti Wil N T Tr HR BAUR My 11 UM ni Wi AAA irl Mn PAM MT M ii li hl hit n l n a UI Inc ly ich sli AAA AY Kile a o f vol US Y JR Am i hl Ji If Na TN rf n my fi i xf TU t j Wy N TI f n 1 II Hi nh m WH jn Jm ul M VAM Il J im INN MD MAMMA NN yj a w m W ui n n MIT VUA IT i Hin Ht Du Ml ji UM Ivy mu yA ni TRE A iN k th JURA a MANI ri jl AH 0 M MIT IM TH 0 HN PAN Mi Y Hi
75. Practical Test Examination of fabrication quality Witnessing of installation Design Assessment Inspection amp Quality Control GL Roneiwables Cerbi ication PC 238 03 2012 GL Renewables Certification 415 11 Type and Project Certification Design Assessment Quality Management Prototype Testing Survelllance of Transport Install amp Commissioning Site Site Specific Manufacturing Assessment Design Assessment surveillance Penodic Monitoring GL Renawahlas CartifBicatlon PG 28 03 2012 GL Renewables Certification Challanges new industry with few experienced partners particular in manufacturing harsh conditions offshore availability of arid connection high costs high feed in tariffs currently required to be profitable GL Renewables 26 03 2017 GL Renewables Certification 416 12 Project Certification Design Basis incl Site Conditions Site Specific Design Type Certificate Assessment Comm Manufacturer Inspection Project 4 Surveillance Certificate Collision Risk _Transport and Collision EE and installation Analysis Periodic Monitoring Inspection GL Renewables Certification PC 26 03 2012 GL Renewables Certification Modules of Project Certification for BSH KT Ne Site v Assessment d Surveillance ng leading to the first release of BSH for Wind Farms in the EM Economical lead
76. UU HHHHHHUHHHHHHHUHHHHHHHHIL HHHHHHHHHHHHHUHHHHHHHHI 000060 00000060 IA AO UUUUUUUUUUUUUN t ERBE A ED HHHHUHHHHHHHHHHI HH HUHHHHHHHHHHHHHHHHHI HUHHHHHHHHLH EST BE uW isa A e HHUHHHHHHHHHHHHHHIL CL ee L 0 HHHHHHUHHHHHHUHUHHHUHHHHHHHI ee 165 00000 102 2 HHHHUHHHHIH 1000000000 D 000010000 0000000 3 2 4 HHHHHHHHHHHHHHUHHHHHHHHHHHHHHUHHHHHHHHHLH 0 3 2 4 a eoe it 00 00000000 00 0000060 HHHHHHHHHHHHHHHHL HHHHHHI 0000 01 HHHHHHHUHHHHHHHHHHLH HHHHUHHHIH 00000 BEE GEE i 00 LIFE Ch ER Ee B HHHHHHHHUHHHHHHHHUHHHHHH 00000 HHHHHUHHHHHHHHHHHHHHHHHL 0000060 0000 02 000060 0000060 0000 03 0000060 HHB HH H D uult HHHHHHUHHHHLHHHHUHHHHHHHI HHHHHHHUHHHHHHHUHHHHHHHI AE E TUHUHHHHHHHHHHHHHHHHHHI HHHHHHUHHHHHHHHUHHHHHHHHI HHHHHHHHHHHHHUHUHHHHHHH HHHHHHHHHHHHHHHHHUHHHLH HHHHHHHUHHHHHHUHHHHHHHHI UD utt T EE DEBET B EI EE EEE E BEBE SG HH
77. code 0000000 61400 30 000000 0000 00000000000000000 000000000000000 HUUUU 900000000000000000000000000000000 HHHHHHHHUHHHHHHHHHHUHHHHHHHHHHHHUHHHHHHHHLH HHHHHHHHHHIHHHHHHI SHHHHHHUHHHHUHHHHUHHHHUHHHHUHHHHHHHHHHHHHLH HHHHHMODUeodeHHHUHUHHHHHHHHHHHHUHHHHHHHHHHLH a E IL o e 00 0 00 OWG3 1000 Pr20000000 LI C IEC TC88 MT1 61400 1 Ed 3 2005 T Wind turbines Design requirements DD EH EB E EE EL DD DDD D D EL EE DU U l HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH NEE EE BE HHHHHHHHHHHLHHHHHHHHIMTIHHHHHHHHHHHHIHIHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHIL 128 D 60001 HHHUHHHHHHHHHHHHH IEC EATIT TID 0 0 0 0 0 0 0 0 0 0 0 EI HHUHHHHHHHHHHHHHHHUHUHHHHHHHHHL HHHHHHHHHHHHHHHHH e 1 000 O UBSH Bundesamt fu Seeschifffahrt und Hydrographie Federal Maritime and HydrographicAgencylHlHHHHHHHHHHHHHHHHHHHHHHHHHHHL e
78. ii HN th un III Ih i JM ir DA T UH Till iy Nn y ij T JA IH The object of a Component Certification is the confirmation that Component Certification consists of the following modules a component for a wind turbine is designed documented and manufactured in conformity with design assumptions specific standards and technical requirements design assessment manufacturing evaluation Implementation of design requirements in Production and Erection IPE quality management system prototype component testing final assessment component certificate These modules are illustrated in Figure 1 Design Manufacturing Quality Management Evaluation Assessment Evaluation System Prototype Component Test Final Evaluation Assessment Component Certificate Fig 1 Modules of the Component Certification The procedures for Component Certification must be in line with procedures of a Type Certification required for the whole wind turbine 456 The specific scope for the assessment within a module depends on the actual component The procedures and requirements that must be applied are described in technical guidelines like 1 and 2 from Germanischer Lloyd and standards like 3 from IEC Satisfactory assessment of each module is concl
79. ua im 1500 Source EWEA 2 91 HELD HE UO UO DE CELO UL CELO 2021 2030 E Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 gt 2012 2013 2014 2015 2016 2017 2018 2019 2020 Source EWEA 2192 JB UL DL COLO DE COLO UE CE OE COE UU C 20111 2020 E Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 Source EWEA 219 2021 2030 Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 Pir e 3 000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH2010H 5000 UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUU 1GWHHHH HHHHHHHH2O15HHHHLHHHH2020HHHHHHHHHHHHHHHUHH 2 1 150 HHLGWECHHHHHHHLHHHHHHHHHH2015HHH 0 5GWZ020 30GW U GWEC Global Wind Report Annual market update 2011 March 20121 2115HHHHHHHHHUHHHHHHHHL Planning capacity MW Region Year 2015 Year 2020 Other tentative 5 000 10 000 GREENPEACE CREIA GWEC China Wind Power Outlook Oct 2010 HHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHLH 2014 100MW 5MWx20 112016 400MW 2019HHHH 2000MW 740000000000 2500MW UUUUUUUUUUND Ministry of Knowledge amp Economy Offshore Wind Drive Road Nov 2010 2 1 94 http jwpa jp page_116
80. 00 wokcassRov Inn Rovnnnnnnnnng 0000 ROVHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH Foundation installation 0000 00000000000000000000000000000 MOO Foundation installation vessel 00000 000000000000000000000000000000000 Array cable laying 000000000 0000000000000000000000 MOD Array cable laying vessel 0000000000000000000000 Construction port 0000 00000000 00000000000000000000 Mm Offshore substation installation 0000000 000000000000 000 00000000000 87 0000 Personnel access and equipment MON Substation installation vessel 00000000 000000000000000000000000000 00000 0 besed support poog 000 00 0 00 00000 0 0 0000 00 00 0 0000 00 0 000000 0000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHLHHHHHH 000 Turbine installation vessel HHHHHHHHHH Lm weg AAA 00 operations adnate 000000000 090000000000000000000000000000000 rurar YYrrrrraFa1 100000000000000000 0000 osMpot 10000 000000000000000000000000000000000000000000000 0000 Technician and equipment ttransfer 000000000 00000000000000000000000000000000 0000 Offshore accommodation 000000 0 0000 0 00 iu 0000000 88 0 000000 HHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHHHHUHHHHHHLH HHHHU
81. 36 E 10000 1200 5810 000 0 00 0 0 0 00 0 0 00 TW 5000 D00000000000000000000UUU 60000 ooo 000 __ 000 ooo DE EJ al Pj aa IN Lat h phim ESTE LER ele Tel T U U U Techni scher Werwachungs Verein HHHHHHHHHHHHHHHHHHHHHHHHHHHHH 19000 1866HHHHHHHHHHHHHHHHHHHHHHHHHHHHH 00060 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL EEE HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 000 ooo 000 __ ooa ABS Consul ti ng Houston USA Aneri can Bureau of Shi ppi ng 18620 0 0 0 0 0 0 00 0 0 0 0 0 Risk Managenent Consultants 00000000000 20010 0 NO 1 000 20000 10 E International Inc 1981 119 AB OOO GO 02001 7 ECEInternational nc 0 ABS Goup inc 0 0000 ABSConsultingHHHHHHHHHHHHH HHHHHHHHHHUHHUUUHHHUHHHHHHHHHHHHHHHHLH HHHHHHHHHHHHHHHHL 02100000000 TW SUN e e EER E ETE EE EEE EE B EEO BL EE EE
82. C INSTALLATIONS IN HAZARDOUS AREAS an A 92 GENERAL REQUIREMENTS UD DESIGN REQUIREMENTS uUi COMPUTER BASED SYSTEMS CONSTRUCTIONAL REQUIREMENTS oono INSTALLATION REQUIREMENTS Iaup UNATTENDED MACHINERY SPACES ______ 00000 0 ARRANGEMENT OF UNT OR INSTALLATION 00000000 HAZARDOUS AREAS 00000 STRUCTURAL FIRE PROTECTION mann DETECTION CONTROLS COMMUNICATIONS AND 5 0000000 0 00 U ALARMS Vo0p00 0000000000 0000000000 0 00000 0 0000000000000 00 6 SUPPRESSION OF FIRE FIREFIGHTING HHHHHH HHHHHHHHHHHHHHHHHHHHHHH ESCAPE 3 00000 GENERAL REQUIREMENTS 1 ADDITIONAL REQUIREMENTS FOR NOTATION COMF HHHHHHHHHHHHHHHHUHHHHHHUHHHHHHHHHUHHHUHHHHHHHHHLH 2 00000 HEALTH NOISE HEALTH NOISE 0000000000 ADDITIONAL REQUIREMENTS FOR NOTATION COMF 3 700000 HEALTH HEALTH VIB a senicenctsins 0000000 20200029101 PRODUCTION STORAGE AND OFFLOADING SURFACE HHHHHHHHHHH HHHHUHHHHHHHHUHHUHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHLH UNITS 000 0000 00 000 0 00 0 000 GENERAL 0 4 HYDRODYNAMIC ANALYSIS DESIGN LOADS HULL SCANTLINGS 8 93 Ww s n 10 ACCESS OPENINGS VENTILATION AND VENTING 0 000000 08 0 0000 00000 00 0 OF SPACES IN THE ST
83. CLASSIFICATION NOTATIONS unn 00000000000000000000000000000000000000000000 6 SCOPE OF SURVEYS FOR OFFSHORE DRILLING UNTS DUO 0 00000000000 _____ 0 00 0000 000 0 000 000 00000 00 SURVEYS RELATED STORAGE OF OIL Mis HHHHHHHHHHHHUHHHLH HHUHHHHHHHHHHHHHHHHHHHHHHHHUUHUHUHUHHHHHHHHH SURVEYS RELATED TO STORAGE AREA OF GAS SURVEY OF UNDERWATER PARTS AND MOORING HHHHHUHHHHHL mm 2 STABILITYCALCULATIONS 00000 0000000 000000000000000000000000000000000000000 DD GENERAL 10 10000009000000000000000000000000000000000000000 a 3 STRUCTURE HH IHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH GENERA Up 10000000000 00000000000000000000000000000000000 eommosewmoremew 0 91 7 TESTS AND TRIALS 0000060 8 PARTICULAR REQUIREMENTS 0000 Facilities 7 PIPINGSYSTEMS 1000000 0000000000000 00000000000000000000000000000000 8 ADDITIONAL REQUIREMENTS FOR PIPING SYSTEMS HHHHHH ODO OF SEMI SUBMERSIBLE UNITS DU LI THRUSTERS REFRIGERATING INSTALLATIONS 0000 e aa samwmessme 0 ELECTRICAL INSTALLATIONS ENERO owe RENE L SWTCHGEAR AND CONTROLGEAR ASSEMBLIES ___00000000000 1900000000000000000000000000000000000000000005 um D ltocATON TE Q2 INSTALLATION _
84. Direction of rotation Clockwise Number of blades 3 Swept area 10 207 m2 Blade material Fibreglass epoxy resin integrated lightning protection Rotor speed Variable 8 13 rpm Tip speed 48 78 m s 21150000000 ENERCON 112 6000kWH 0 AB 2 1 16 SWAY 2015 http www smartmotor no zd HHUHHHHHHHHLH HHHHHHHHHHHHHHUHUHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHUHHHHUHHHHHHHHHHHHUHHHHHHHHHL HHHUHHHHHHHHHHHHHHHUHHUHHHHHHHHHHHUHHHUHHHHHLH 1 0000000000000000000000000000000000000 HOOD 0000000009000000000000000 0 0000000000000000000000 HHHHHHHHHHHHHUHHHHHHHHHHHHHHUHHHHHHHHHLH HHHUHHHHHHHHHHHUHHHUHUHHHHHHHHUHUHUHHUHHHHHLH HHUHHHHHHHHHHHUHHHHUHHUHHHHHHHHUHUHUHHHUHHHHHHLH 2 1 1700 Specific area m MW Specific mass kg MW m 3 400 3 200 Enlarged rotors e PE 3 000 ER amp e 2 800 2 600 x 2 400 y 3 2 200 e Enlarged generators 2000 2002 2004 2006 2008 200 2012 2014 2000 2002 2004 2006 2008 2010 2012 2014 Deployment date 1 prototype Deployment date 1 prototype Source GL Garrad Hassan 2117 0000 00000 000000000 Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 HHHHHHHHHHHHUHHHHHHHHHHHHHHHHUHHHHHHHHHLH HHHUHHUHHHHHHHHUHHHHHHHHHUHHHHHHHHHUHHHLH HHHHHHHHHHHHHHUHHHHUHHHHHHHUHHHHUHHHUHHHHHLH
85. HHHH 5000W 1 5MW ao Llgud 000000 2300 48 1104MW Concrete casson 2007 HH 1 o 2007 ym 0000 360 W 27 972MW Monopole 2 2008 ump ss ss Thornton Bank 0000 5000W 6 30MW Concrete caisson 2008 Greater GabbardPhasel 0000 3600 42 1512MW 2009 HomsRe2 00000 2300W 9 207MW Monople 2009 Alpha vertus oom 600 10 60MW 2009 Donchai Bridge Offshore Phasel HH 300 21 63MW 2009 VenerenGesslingegund 000000 3000W 10 30MW 2009 RobinRigg SowayFitF HHHH 3000 co 180MW 2010 Gunfieet Sans 0000 360 48 173MW 2010 HHHHHHHHHH oo 200w 7 14MW 2010 0000 Bridge HH 300060 34 102MW Hig rise pile cap 2010 Nysted Havrmoellepark Rodsand 00000 2300kw 9 207MW Concrete caisson 2010 Baicl 230060 21 48MW 201 BTM Consults World Market Update 2009 http en wikipedia org wiki List of offshore wind farms U OO ee 2 1 11 HHHHHMWHHHHUHHHHUHHHHHHUHHHUHHHHHHUHHH2008 H 92000 http www offshorewindenergy org HHHHHHHHHHHHHHHHHUHUHHUHHHHHHHHHHUHHHUHHHHL HHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHLH HHHHHHHHHHHHHHUHUHHHUHHHHHHHHHHHHUHHUHHHHHHLH HHHUHHHHHHH
86. O B OO 0 00 0011 HHHHHUHHHHHUHHHHHHLH LEHE DLR e E Y 0 2 0 hao hh bi hihi N hL h BOE EGE OG En EBE GE EG EET E BU DER ER EINE LB EEE RE ARE E BEE ELE HHHHHHHHHHHHHHHUHHHHHHHHHHUHUHHHHHHHHHHHHHI HHHHHHHHHHUHHHHHUHHHHHHHHHUHHUHHHUHHHHLH HHHHHHHHHHHHHHHHHUHHUHHHHHHHHHHHHUHHHHHHHHHLH HHHHHHHHHHHHHHUHHHHHHHHHHHUHHHUHHHHHHHHHHHHI HHHHHHHHHHHHHUHUHHHHHHHHHHHUHUHHHHHHHHHHHHHI HHHHHHHHHHHHHHUHHHHHHHHHHHLH HHHHHHHHHHHHHHHHUHHUHUHHHHHHHHHHHUHHHHHHHHHLH Ed El EER BE PE iii Phi PPTP TB I HHHHHHHHHHHHHUHHUHHHHHHHHHHHUUHHHHHHHHHHHHHI HHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHHHHHHHHHHHI 153 00 7 000000000000000000000 HHHHHHHHHHHHHHHHHHHHL 000000 HH H nn An IIHHHHHHHHHHHHHHHHHHHL AE 00000 00000 0 0 00 EE E EE DE DOOD HHHHHHHHHHHHHHHHLH 0000 IDEE DD EEE HHHHHHHHHHHHHHHHHHHHL HHUHHHHHHHHHHHL HHHHHHUHHHHHUHHHHHHHHL HHHHHHHHLH HHHHHHL HHHHHHHHUHH
87. Rotor blade Machinery and safety system Support structure or hull and mooring Electrical installation Nacelle Condition monitoring system After finalizing of our assessment work a Statement of Compliance for the A Design Assessment will be issued Germanischer Lloyd Industrial Services GmbH Renewables Certification Brooktorkai 18 20457 Hamburg Germany Tel 49 40 36149 138 Fax 49 40 36149 1720 ocean eneray dl group com http www gl group com glwind 4 39 Ocean Energy Converter Certification Scope of Work Certification of prototype Ocean Energy Converter according to the Germanischer Lloyd GL Guideline for the Certification of Ocean Energy Converters draft edition 2005 The prototype certificate is issued to enable testing of prototypes and is based on design evaluation As a rule power and load measurements shall be performed at the prototype after which they shall be compared to the calculated values The location of the device is stated on the certificate and the period of validity is limited to up to 3 years The issue of the Prototype Certificate is based on successful evaluation by the certification body of Design Basis Assessment Prototype design assessment Design Assessment Prototype fabrication surveillance Installation evaluation Final acceptance commissioning inspection Annual inspection Manufacturer Surveillance Design Basis Prototype Design inel Site Assessment
88. Site assessment concermng Gnd conceming Grid regarding grid Connection Connection Compatibility connection of a wind farm Application of local conditions e g cable length transformer Application of data from the performed type tests for wind turbine model validation Use of Wind Farm Simulations Required e g in Spain and in Germany from 2010 Projet Combicate far Grid Connection Compatibility GL Renewables CertifZicallon PC 28 03 2012 GL Renewables Certification Development Accompanying Assessment DAA Do you need an engineering opinion to develop a new idea on the market to be cerlified afterwards qo for DAA services of GL RC Without DAA classic serial certification approach With DAA parallel approach GL Renewebtes PC 28 03 2012 GL Renewables Certification 421 Why Certification GL Renewables Cer t amp ication PC 28 03 2012 GL Renewables Certification What is the investment for an offshore wind farm rough estimation 3 000 000 4 000 000 MW 80 to100 turbines each at 5 MW gt yields to more than one billion for the entire investment What are the costs of certification 0 15 0 3 of the entire invest GL Renewables Certification PE 2813 3012 GL Renewables Certification 422 18 Gro britannien rb Amsterdam e GL Niederlande i Ne Bae 7 Deutschlan
89. a widely held opinion the seabed in the EEZ in theNorth and Baltic Seas is not a homogeneous body of sediment but may be highly heterogeneous on regional and local scales Unlike steel or concrete structures the soil properties of the seabed cannot be changed to fit the structure Therefore exact knowledge of the geological conditions and geotechnical properties of the seabed are indispensable if a wind farm project is to be successfully implemented A geological model of the seabed structure is used as a basis for ground investigation planning and construction Using the results of preliminary geological reconnaissance it will be possibleto delimit ar eas plan geotechnical survey measures and if necessary identify alternative sites for offshore turbines planned in sea areas with unfavourable soil properties 491 7 8 Part Introduction The foundation design requires comprehensive knowledge of the foundation soil and its geotechnical properties and parameters at each turbine site The scope of geotechnical investigations shall be suf ficlent to ensure that all soll properties that are relevant to the plann ng process are determined well before installation of the structures Therefore a geotechnical site investigation and assessment by qualified engineers is mandatory The present standard prescribes a ground investigation programme for the planning and construction of offshore wind turbines which is graded in type and sc
90. analysis Bearing and bearing housing Gear box Gears shafts torque bearing Gear box housing in case of load carrying part or torque arm Planet carrier Prototype test of gear box for A Design Assessment Cooling system Main frame cast welded Generator carrier Yaw system bearing actuator connections Load carrying bolted connections between blade bearing and tower to yaw bearing Blade to blade bearing rotor blade connection FE analysis Tower to yaw bearing tower top connection FE analysis Certification Report for the machinery V Support structure fixed structures V 1 V 2 V 3 V 4 V 5 V 6 V7 Examination of drawings and structural analysis Tubular steel tower Lattice structure Jacket structure Reinforced concrete structure excl connections at top and bottom Reinforced concrete structure with precast segments FE model of the structure and analysis Ultimate fatigue and serviceability limit state analysis Material and welding specifications Tower to yaw bearing tower top connection FE analysis Embedded steel section or prestressed anchor bolts or adapter Openings in the structure 435 V 8 V 9 V 10 V 11 V 12 V 13 V 14 V 15 V 16 VI 1 1 VI 2 VI 4 VI S 6 VI 7 VL8 Vil Vil 2 VII 3 Page 4 Plausibility check of soil report Foundation Mono pile for each position in farm variation of soil conditions water depths Tripod jacket
91. 0 HHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHL A 0 0 0 00 0 000 00 00 00 0 000 HHHHHHHHUHHHHHUHHHHHHH 1000 MUDO DUO DD OD DD DO HHHHHHHHHHHHHHHHHHHHHHHHHHHUHHHUHHHHHHL HHHHHHHH HHHUHHHHHHHUHHHHHL 2 47 000 HUHHHHHHHHHHHHHHHHHHHHHHHUHHHHHUHHHHHHHHL Y HHHHHHHHUHHHHHUHHHHHHHHHUHHHHHUHHHHHHHHHHL 0 0 HHHHHHUHHHHLHHHUHHHHHHHHHHHHHUHHHHHUHHHHHHL O LL JOB ODO DD DO DO 0 0 0 0 0 0 0 000 0 00 0000 0 00 DO 00 00 0 000 0 0 0 00 0 0 0 0 ERE CBE ETOILE Di DLE T HHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHUHHHHHHHHHHHHHHUHHHHUHHHHHUHHUHHHHHHHHL HHHUHHHHHHUHHHHHHHHHHHHHHHUHUHHHHUHHHHHHHL E UUW 000 WU 0 00 0 0 0 0 0 0 0 00 00 0 00 0 0 000 Bas ER AA LU BD EL BL O DO EE BLUE OE LE CE LI 00000 HUHHHHHHUHHHHHHUHHHUHUHHHUHHHHHHHHHUHHL O OL HO OU UD D DEO LI C
92. 0 0 0 00000060 11GWHHHHL HHHHHLH CONSENTED 17 341 MW PLANNED 114 737 TOTAL EUROPE 140 976 MW 218700000000000000000000000000000020110 oll 300 0 0 O Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 69 Belgium Online Under construction Consented Planned Total projects 2114HHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHMWH 2011 60 300000 Size of government concession zones or foreseen future tender zones Denmark 854 0 418 1 200 4 600 Finland 26 0 765 3 502 n a Estonia 0 0 1 000 0 n a France 0 0 0 6 000 6 000 Germany 195 833 8 725 21 493 8 000 Greece 0 0 0 4 889 n a Ireland 25 0 1 600 2 155 n a Italy 0 0 162 2 538 n a Latvia 0 0 200 0 n a Malta 0 0 0 95 95 Netherlands 247 0 1 792 3 953 6 000 Norway 2 0 350 11 042 n a Poland 0 0 0 900 Portugal 0 0 0 478 n a Spain 0 0 0 6 804 Sweden 164 0 991 7 124 UK Total Europe 5 603 17 341 114 737 140 976 UK Norway 5 2 Belgium Latvia 5 1 Finland Italy 5 1 Sweden Denmark 6 0 Estonia 7 Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 2 1 88 20110 120000 The European offshore wind industry key 2011 trends and statics Jan 2012 70 HHHHHHHHHHHHUHHHHHHHHHHHHHHHH201O0HHHHHHHL HHHUHHHHHHHH 15SSMWHHH
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96. 51 HHHHHHHHUHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHUHHHHUHHHUHHHUHHHHHHUHHHHL 00000 HUHHHHHUHHHHHHHHHHHUHHUHHHUHHHHHHHUHHHLH UIHHUHHHHHHHHHHHHUHHHHUHHHHUHHHUHHHHHHHHUHHHL HHHHHHHHHHUHHHHHHHHUUHHHHUHHHHL 0000 HHHHHUHHHHHUHHHHHHHUHHHHUHHHHHHHHHHHH UL HHHHHHHHHHHUHHHHHL HHHHHHHHHHHHHHHHHHHHHL A OU HHHHHHHUHHHHHUHHHHHHHUHHHHHHUUHHHUHUUHHHHHHHHL HHHHHHHHHHHHHUHHHHHHHHHUHHHHHHUHHHHHHHHHHHHH ELEELIE SES E BE EE LBS p E aii A 00 00 0 00 HHHHHHHHHHHHHUHHHUHLH Y HHHHHHHHHHHHHHHHHUHHHHHHHHUHHHHHUHUHHHHL HHHHHUHHHHIUHHHHHHHHLHHHHHUHUHHHHHUHHHHHHHHH HHHHHHHHHHUHHHUHHHHHUHHHHUHHHHHHHUHHHHHUHHHHH HHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHL A HO UO CELO CL BLU DU 2 52 a EE U EE it HHHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHUHHH 00 ULL Y HHHHHHHHHHHHHHHHHUHHHHHHHUHHHHUHHHHHHHHHL HHHHHUHHHHHUHHHHHHHHHUHHUHHHHHHHHHHHHUHHHHHHL 000 0 000 0 00 0 0 000 0006 000 0000 0 HHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHL Aa b TD TLS PD e 00 0 00 0 00 00 0 00 000 00 0 000 e
97. Design and ontrols Wind Energy Journal PROcedures for TESTing and measuring wind energy main results 10 DVS Bericht Nr 277 Launching of a Floating Met Mast Project Fruhner and Lagemann Instandsetzung von Turmkoponenten f r Windenergieanlagen GL Renewables Certification RAD 26 03 2012 GL Renewables Certification 4 28 R amp D Projects running Standpoint Standardisation of Point Absorber Wave Energy Converters by Demonstration 2010 2015 Safetower Fatigue characteristics of steel towers 2010 2013 Foundations of wind turbines under cyclic loads 2010 2011 GrowUp Grouted connections for axial loaded piles PTJ Lunkerfest Fatigue strength of cast iron LBF WiFi Breaking wave and slamming loads JIP Marin Statoil to start Mid 2012 ReDapt Tidal turbine guidelines under consideration of prototype test results GL Renewahles Certification R amp D 26032012 GL Renewables Certification New R amp D Projects InnWind with focus on innovative wind turbines EU FP7 Iced Blades project with IWES BMU Winflo demonstrator for floating wind turbines EU FP7 Westwave wave device certification EU Aeroelastic effects on very large turbines Concrete foundation design Fatigue characteristics of metallic and non metallic materials e g strain SN curves Risk based certification Wake analysis Sea ice loading Condition monitoring of structures G
98. Ed of GL Guideline offshore wind 2005 Draft Guideline for Ocean Energy Converters 2009 Merger with Garrad Hassan 2010 3 Ed of GL Guideline for wind turbine certification GL Renewables Gertificatian RAD z amp 03 2012 GL Renewables Certification Experience of GL Certification of Offshore Wind Farms Offshore Turbines Design Basis Alpha Ventus Q7 Nordsee Ost London Array Bard 1 Naikun Baltic 1 Vestas GE 2 x M5000 Bard VM Acciona Sinovel Offshore Wind Research Study of Offshore Wind Energy in the EC EU Joule 1995 Operation of research platforms Offshore Wind Turbines at exposed Sites FINO1 FINO3 OWTES Engineering 9 Recommendations for Offshore Wind Turbines Risk analysis ESO 7 Load analysis for wind turbines Distant Offshore Windfarms with No Visual and offshore structures Impact in Deepwater DOWNVInD dual Ra E RAVE German Offshore Field GL Renewables Certification R amp D 25 03 2012 GL Renewables Certification 425 Installed Power in Europe 1990 2030 Fu 1990 2000 2010 2020 Source EWEA GLR RAD i 28 03 2012 GL Renewabies Certification Development of Size in Wind Power Utilisation GROWIAN 100m HH 100m 8587 89 91 93 95 97 99 01 03 05 10 12 1 year of operation 0 05 0 3 5 1316 2 45 5 7 5 8 10 Rated power MW Source Upwind GL Renewables Certiticallon RED 4
99. HHHHHHUHHUHHHHHHHHHHL AO A A EE BEES U HHHHHHHHHHHUHHHHHHHHHHHH Dd HHHHUHUHHHHHHHHUHHUHHHHHHHHHHHHHHHHHHHHHHUHLH U HHHHHHUHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHL O OW UO WO UUW UU UU WUU UU 00000 BE 0 0 0 00000 0 0 O LB O0 O0 ubi U UO U 37 OO HHHHHHUHHUHHHHHHHHH UW HHHHHUHUHHHHHUHHHHHHUHHHHHHHHHHHHHUHHHHHHH AO A AA UE UA E HHHHHUHHHHHUHHHL 0 HHHHHHHHHUHHHHHUHHHHHHHHUHUHHHHHHHHUHHHHHHH HHHHHHUHUHHHHHHHHHUHHHHUHHHHHHHHHUHUHHHHHHHH U gogb gB imp EU EHLE HHHHHHHHHHUHHHHHHHHHHUHHHHUHHHHHUHHUHUHHHHL HHHHHHHHHHUHHHHHHHHHHUHHHHHHHUHHHHUHHHHHHHHL Ul Y HHHHHHUHHHUHHHHHHHHHHHHHHHHHHHHHHHUHHUHHHL HHHHHUHHHHHHHHHHUHHHHHHHUHUHHHHHHHHHHHHHHL HHHHHHHHUHHHHHHHHHUHHUHHHHHHHHHHHHUHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHL HL HHHHHHHHHHHUHHHHHL HOU 0 000000000 000 000 HHHHHUHHHHHHHHHHHHHHHUHHHHHHHUH
100. L Development 2122 LL DO DL DL D DO U UL OE D ULT U http offshorewind net i 0000 3000000000 00000000000000 00000000000000000090000 HHHHHHH 2130 0 00000 000 00 000000 HHHHHHHHHHHHHHUHHHHHHHL EWEAHHHHUHHHUH19290HHH2012HHHHHHHHHHHUHHHHHHHL 2 1 23HHHHHHHHUHHHHHHHHUHUHHHHHU2010H2012HHHHHHHHHL HHHUHHHHHHHHHHHHHHHHHHHHHH20UUHUHHHHHHHHHHHL HHHUHHUHH 2011 HHHUHHUHHHUHHHHHHHHHHHHHHHL 2 1240 0000000000 00000 2290 00 BH D 0 6 120 000000 HHHHHHHHHHHHHUHUHHHH2125HHHHHHHHHH 620 T ET LT LT l ce 2 14HHHHUHHHUHHHHHHHHHHHHLH UU U lt 30m Gravity based Structure GBS 000 HHHHLH 00060 HHHHLH 00060 HHHHLH 00060 Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 NEDO HHHHHHHUHHHHHHHHHHHUHH 19HHHHHHHHHHHHU FS 004000000 2007 HHHHLH UD UU et 30m Monopile apu U lt 60m Tripod Space Frame UUUUUD up up WU 0 0 0 0 U lt 60m Tri pile Space Frame HHHHLH lt 60m Jacket Space Frame 100 98 oe coo S mi sm 2096 B 8 10 gt E md 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 mGravity based structu
101. OO 432 Ocean Energy Converter Certification Scope of Work A Design Assessment of Ocean Current Turbines according to the Germanischer Lloyd GL Guideline for the Certification of Ocean Energy Converters draft edition 2005 Within the design assessment a complete examination of the design analyses with all required material and component tests are assessed full examination of the design documentation drawings analysis specifications is performed When required GL performs own parallel calculations This is the rule for load and structural analysis for the main load carrying components of the ocean current turbine Further commissioning witnessing of one of the first devices of the type is performed Following completion GL will issue a Statement of Compliance for the A or B Design Assessment The B Design Assessment may be issued with items that are outstanding if these are not directly safety relevant Furthermore it has a validity period of one year only This period can be used to fulfil the missing requirements for the A Design Assessment which will not be issued as long as outstanding items are present The assessment of the design comprises the elements of evaluation on the basis of the respective standards to be applied in the assessments as defined in the design basis The elements considered are Safety systems incl emergency Shutdown system Load and response analyses Structures Mooring foundation system Electric
102. T MILITO hn nM M M MI M un M IN 11 NR LEE i 1 4 u n M TH A AM 4 ALA 1 un A NN M Khan TI M WM P M TU T RAN n yi WU WA MA IN Wi M i UM NN UNT al n 31 n n TL n NA VLL WW a in MI MT Ny n A MI M n M 4 ni n n HER rmi T I MORE IN M m MW m hash II IN Mn VON Ihe II AMI M W N M Ji PAN aM MANI I T T n MI ITIN WD j 1 HH un i II AN n n TOT AAA UN MI A Wi mi ETE LEE IITI AA n MM M A M NUM if LH AIR INN TN IM V MANU Lr yl M 1 i ni i 1 TUI jl IN NOIN Hh i ub Ti 1 rn MP f Th T TM INN M M 1001 i Inn ji y AU MM Ti AT n nr M gs i MH li WU WW Wi a AL yn AA MAMMA 115 W wi T Wy m unn M Xm W UN MM AMI Mn Whi nm MAU A VM NN NN WWW MORAN if VEU nm Ih M li hm 1 i in NM 1
103. Vibration monitoring if any in cooperation with load assessment Loads Load case definitions considering safety concept Modelling of controller for the load calculations Examination of loads including sectional loads Examination of loads depending on soil condition and water depth Loads for machinery Tubular steel support structure Lattice support structure Foundation loads Gravity base foundation loads Sea ice loads Pressure loads Floatability and stability of floating structures Freeboard Mooring forces Certification Report for the loads Rotor blade Examination blade extreme and fatigue loads stability Evaluation of static blade test Evaluation of dynamic blade test optional Material properties evaluation of tests Division of blades per connection section Examination of FE Analyse optional Blade to blade bearing rotor blade connection FE analysis Certification Report for the rotor blade 434 Page 3 IV Machinery components 1 IV 2 IV 3 IV 4 5 IV 6 IV 7 IV 8 IV 9 IV 10 IV 11 IV 12 IV 13 IV 14 IV 15 IV 16 IV 17 IV 18 Blade extender Blade pitch mechanism actuator bearing connections Hub material properties specifications structural analysis Main shaft rotor shaft rotor lock Drive train dynamics and resonance analysis Drive train dynamics MBS modelling parallel analysis of drive train Coupling with without FRP Brake specifications
104. Wind Turbines including turbines platforms for the transformer station and submarine ca bles This first update is the result of a thorough review carried out in co operation with a group of civil engineers and geoscientists from various universities authorities firms and classification societies It takes into account experience that has been gained with offshore wind farms in other European coun tries the research results of the offshore wind farm research group Gigawind which was funded by the German Federal Environment Ministry BMU and practical experience that has been gained with the first version of this standard In content and form it has been adapted to the current version of the standard Design of Offshore Wind Turbines This standard represents the outcome of discussions characterised by a high level of commitment and expertise If individual opinions and concepts discussed in the course of the decisionmaking process have not been taken into consideration this does not imply any criticism of such opinions It only means that the approval authority after consultation with the experts has chosen one of several possible solu tions or has allowed alternatives considered suitable for the procedure 2 General Offshore wind turbines are construction projects involving a high level of geotechnical difficulty Apart from constructional aspects and loads the foundation soil conditions play an essential role Contrary to
105. adequately researched geo technical and foundation engineering reports As to the basic requirements for the geotechnical site investigations refererence to DIN 4020 is made in DIN 1054 Additional information on and requirements for geotechnical site investigations are pro vided in relevant guidelines for offshore structures The planning implementation documentation and evaluation of field and laboratory tests thus are subject in principle to the relevant DIN standards sup plemented by the provisions of this Standard In view of the special situation of offshore wind turbines deviations from the above standards are permissible in cases where the referenced codes of practice do not contain suitable regulations for particular situations or are not applicable in the individual case Any deviations shall be clearly marked and a justification shall be provided by the geotechnical engi neer in charge The minimum requirements for geotechnical field and laboratory tests as part of the planning design are specified in the following 2 Requirements for field investigations 21 Planning of field investigations The geotechnical engineer in co operation with the design engineer selects suitable exploration meth ods on the basis of the preliminary geological report and determines the number and arrangement of exploration sites and the exploration depth in each case In the course of the geotechnical site investigations the geotechnical engineer
106. components as well as of the structure Modifications e g to the contro system are permissible provided that the safety of the device is not adversely influenced Items as safety concept support structure and mooring system and the related load assumptions shall be analysed in detail National or local regulations may require additional detailed analysis 7 Type certification When carrying out Type Certification the overall concept of the ocean energy converter is assessed The certification covers all components and elements of the ocean energy converter built in series i e safety as well as design construction workmanship and quality are checked assessed and certified It consists of a design assessment and an assessment of the quality system the implementation of the design related requirements in production and installation IPE manufacturing evaluation as well as witnessing of the test operation of a prototype The results of the prototype tests regarding power measurement load measurements and converter behavior are an integral part of the Type Certification The evaluation of the manufacturer s quality management covers the whole range of activities necessary to confirm the quality of the product The certification of the manufacturers quality management system QMS according to ISO 9001 including design covers a large portion of these requirements However the link between quality management and product quality needs to be
107. con crete piles Deformation ments Measurement of excess pore water pressure measure Deformation measure ments at selected struc tures in the offshore wind farm area Periodic monitoring of scouring at each of the foundations Evaluation of available data Preliminary geological reconnaissance Preliminary geotechnical investigations drilling and or probing and penetration testing laboratory and or field investga tions Documents to be submitted in connection with the Design Basis and Draft Design Geological report Preliminary geotechnical site survey re port soil and foundation expertise preliminary which have been reviewed by a certifier regis tered inspector Documents to be submitted in connection with the Basic Design Main geotechnical site survey report Soil and foundation expertise Structural stability and serviceability cer tficates which have been reviewed by a certifier regis tered inspector Additional reconnaissance and investigations Documents to be submitted with the project execution documents e Supplemental expertise which has been reviewed by a certifier regis tered inspector Construction monitoring Documents to be submitted with the inspec tion reports e Result reports and evaluations which have been reviewed by a certifier regis tered inspector Monitoring of turbine operatoin geotechnical monitoring Documents to be submitted with the
108. deviations 5 The geological report shall be submitted to the approval authority after all investigations have been completed enclosed with the building application 6 Theresults of any additional geophysical investigations made in consequence of the calibration of seismic survey data shall be induded in the main geotechnical site survey report step 5 Table 1 7 Theresults of the geological reconnaissance during the monitoring phase shall be submitted as a monitoring report 4102 Part B Minimum requirements geological reconnaissance 19 4 Objectives 41 Geological reconnaissance The purpose of geological reconnaissance 15 a survey of lithological and tectonic structures in the plan ning area and its general bedding conditions as well as a geological evaluation of the foundation soil The geophysical profiles shall cover the locations of the individual wind turbines and of other wind farm components Besides geological units also obstructions such as uncharted wrecks war ammunition and submarine cables have to be documented In case findings during the development and design phase deviate from the data compiled during geo logical reconnaissance and preliminary geotechnical investigations necessitating a change of turbine positions the suitability of such new positions has to be checked by additional geophysical surveys and geotechnical investigations 42 Monitoring After installation of the structures the seabed
109. documentation and constitutes a mandatory element of inspection during the operation phase The measuring results have 4117 34 Part Minimum requirements geotechnical investigations to be evaluated at regular intervals also by the geotechnical engineer in order to check whether the operation of the installation is as designed Thetype and scope of the investigations and length of the intervals as well as tolerances are determined by the geotechnical engineer in co ordination with the developer the design engineer the responsible supervising authority or review body and possibly with the construction company taking into account the tasks to be performed and the requirements The measurement results and their evaluation by the geotechnical engineer haveto be submitted periodi cally to the approval authority as agreed Reference is also made to the requirements in the standard Design of Offshore Wind Turbines 4118 Annex 1 35 Annex 1 References BALTHES R und S WeIHRAUCH 2004 Geotechnische Felduntersuchungen f r Offshore Windenergieanla gen ein Erfahrungsbericht Vortr ge der Baugrundtagung 2004 Leipzig S 157 164 BALTHES R THIELE R und G v ZwAAG 2005 Geotechnische Erkundungen im Nearshore und Off shore Bereich zur Ermittlung von Bodenkennwerten f r die Bemessung von Pfahlgr ndungen Pfahl Symposium 2005 24 25 02 2005 TU Braunschweig Fugro McClelland Ltd 1993 UK Offshore S
110. e 11000 9000 7000 5000 3000 1000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 E Offshore MOnshore 217HHHHHHHUHHHHHHHHHHHHHHUHHU 20010 2011 0 EWEA Wind in power 2011 European statistics Feb 2012 218HHHUHHHHUHHHHHHHHLH HHHHHHHHHHHHUHHHHHHHHHHHHHUUHHHHHHHHHHHHL HHHHHHHHHHHUHH2OtIHHHHUHHHHHHUHUHHHHHHHHHHHHL HHHHHHHHHHHHUHUHHHHHHHUHHHH 269 0000909000000 3HHHHHHHHHUHHHHUHHHHUH1371HHHHHHH 3860000000 1 200 1 000 3 800 600 400 200 as T T 4 gt x ES l gt X lt 2 N N 21 8 20100 6000 NEDOHNEDOHHHHHHHHHHHHHH 20100 8 201100 GwWeco 0000020100000 1079 258 4MWwW00000 2 1 1 211 0 201010 Lu t UO UU MW Uu HHHHHL HHHHHL HUHHHLH 20000 AAA Dn s im aa nF T PS I ID DD U U U U 0 EWEA The European offshore wind industry key 2011 trends and statistics Jan 2012 ID ID U ED EB E E GWEC Global Wind Report Annual market update 2011 March 2012 2 1 2 1 00000000600
111. eau 2010 11 1000000080 Certification of Fl oati ng Veri tas BV Offshore Tur bi nes 000000000 HHHHHHHLH HHHHHHHHLH 00000006 79 HEC 61400 30 An Gui de to Gfshore Farn 00000 U 2 2 2 61400 3 Desi gn Requi renents for fshore Wnd Tur bi ns 2 23 An Guide to an Cffshore Wnd Farm 80 2 22 IEC 61400 3 Design requirements for offshore wind turbines 000 E ANA AAA E EHE EE E EE B EE E E ERE E PEE DD EDD ES 5000 1ECc61400 100 0000000 Dormative references 0000 HHHHHHUHHHHHHHHHHHHHUHHHHHHL jerms and definitions 2 4 1 51 00000 20000 in MMT D wawan 5 1 O0 1000000000000000000000000000000000000000000008 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 5 2 Design methods HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 53 Safety classes 00000 0000000000000 000000080000 000000000000000000000 54 Quality assurance HHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL ymbols and abbreviated terms 00 Rotor nacelle assembly E hj
112. for Hydrographic Surveys 5 44 Order Special Surveys Table 7 Requirements for geological survey of cable routes 4 106 Part B Minimum requirements geological reconnaissance 23 7 Geological report 71 Purpose Inthe Geological Report the results of the geophysical surveys and drilling data have to be compiled and assessed The Report is the basis for further planning and contains a geological description of the seabed soils on which the structures are to be erected It shall include engineering details and in conjunction with the geotechnical reports Section A Chapter 2 provide a reliable information and data basis for the verification of planned locations and for the selection of suitable foundation designs 72 Contents The Geological Report shall contain at least the following information Brief project description purpose of the investigations office and persons in charge periods of shipboard and laboratory work description of all measuring systems and equipment used relevant information from the measuring records e g ambient conditions sound profiles in water data processing results of literature study data evaluation e g sound velocities in sediment comparison of acoustic description of the sediment units with lithological description from the strati fication record e g in a table e location of sections and boreholes drilling log acc to DIN 4023 grain size analyses and any other ge
113. in safety and certification related matters In light of the diversity of concepts under development GL RC provides a tailored evaluation certification procedure which may include any combination of the following Feasibility evaluation Design basis assessment Prototype certification Development accompanying assessment Type certification Project cerlification The certification includes examination of the complete design fabrication and testing in order to provide a comprehensive evaluation of its level of safety and technical quality Specifically GL RC offers the following services Plausibility check of the design Examination of drawings assumptions and analysis Examination of components design and tests Witnessing of testing of device Comparison of test results with assumptions Examination of fabrication quality Inspection of transport and installation Witnessing of commissioning Design assessment T Dane an certification of major pomponents HJ fi if AM DF Germanischer Lloyd Industrial Services GmbH Renewables Certification Brooktorkal 18 20457 Hamburg Germany Phone 49 40 36149 0 Fax 49 40 36149 1720 ag Hist Ji nu jr NI QM Model of a tidal lurbine GH Tidal Bladed Typically the scope of type certification for an ocean energy converter includes Safety system including emergency
114. inspec tion reports e Result reports and evaluations which have been reviewed by a certifier regis tered inspector Table 2 and minimum scope of ground investigations The time schedule corresponds to the project phases for implementation of an offshore wind farm project specified in the standard Design of Offshore Wind Turbines 4 95 496 Part Introduction 3 Subject matter of this standard This standard describes the minimum requirements set by the BSH the approval authority for the ground investigations 1 for the field and laboratory tests including their geotechnical assessment part of the Design Basis for the structural components of an offshore wind farm and for monitoring during the construction and operation phases of wind turbines In this respect the present standard refers to the standard Design of Offshore Wind Turbines which is based on the DIN standards within the framework of EC With regard to soil properties EC 7 and the national Annexes DIN 1054 and its standard refer ences shall be applicable Any references to technical codes of practice standards guidelines etc refer to their latest updated versions The basis of the ground investigations is geological and geotechnical field and laboratory tests It shall be carried out taking into account the planned foundation concept with adequate consideration of the difficulties of foundation design on the one hand a
115. least once e Complete coverage of the area if the sea floor is heterogeneous Time schedule Once e n the first years after completiononce a year in spring Frequency 100 kHz or higher e Frequency 100 kHz or higher Coverage max 2 x 100 m e Coverage 2x 75 m Recognition of cubic features gt 1m e Recognition of cubic features gt 1m Digital recording Digital recording Cruise speed max 4 knots Cruise speed max 4 knots Equipment positioning better than 10 m Equipment positioning better than 10 m Presentation Digital SSS mosaic of profiles horizontal Digital SSS mosaic of profiles horizon of results resolution 0 5m tal resolution 0 5m Map with interpretation of the side scan so Map with interpretation of the side scan nar profiles sonar profiles Data have to be additionally provided in ana logue form based on IHO Standards for Hydrographic Surveys 5 44 Order Special Surveys Table4 Requirements for side scan sonar 555 surveys 4 104 Part B Minimum requirements geological reconnaissance 21 Geological reconnaissance Targets e Determ nat on of type and locat on of geolog cal un ts Scope e Each offshore w nd farm component shall be covered at least by one long tu d nal and one cross section Max spacing of cross sections 2000 m e Recommended long tud nal sections with 10 m spac ng along total founda tion breadth and 1 cross section Time schedule Me
116. or gravity foundation for one or several soil condition s water depth S Earthquake consideration Final corrosion protection System Support structure and foundation Scour final scour protection Transition piece or grouted connection without fittings Fittings secondary steel structure Assessment of support structure resonance freguencies and verification with the load assessment Certification Report for support structure Hull and mooring floating structures Examination of drawings and structural analysis Hull scantlings Bulkheads Turbine support structure FE analysis Openings in the structure Mooring Mooring chain analysis for one position water depth configuration Anchors for one position in farm Final corrosion protection system Fittings secondary steel structure Assessment of floating structure resonance frequencies and verification with the load assessment Certification Report for hull structure and mooring Marine systems marine equipment Seals Bilge pumps Tanks Vil 4 Emergency evacuation systems 4 36 5 VIII Electrical installation Electrical machines generator VIII 2 Transformers medium voltage power transformers VIIL3 Static converters Medium voltage installation 5 Charging equipment energy accumulator e g for pitch VIN 6 Switchgear protection equipment cables lines all switchboards respectively circuit diagrams
117. partner for all of our clients for being world class in everything we do The depih of our heritage together with a unique combination of expertise focus and understanding will give us the opportunity to build on our position as leaders in our industry By using creative new approaches we will improve on our trusted ways of working and increase our problem solving ability to provide genuinely innovative solutions for our clients will embrace change and take every opportunit improve our business GL Renewables 25 03 2012 GL Renewables Certification 410 First activities in wind energy 1st Guideline onshore 151 revision of onshore Guideline 1st Guideline offshore Revision of Guidelines 3rd revision of onshore Guideline Supplement Revision of offshore Guideline Publication of GL 2010 1st Chinese Edition amp Start for GL 2012 GL Renewables Certification 28 03 2012 GL Renewables Certification GL RC Strategy 2012 2015 Improve Customer Orientation amp Satisfaction Deliver highest quality commit to highest technical standards Speed Commit and deliver Transparent amp Professional Project Management Maintain leading position in Renewables Certification Expand internationally North America UK China India GL Renovables 28 035 2012 GL Renewables Certification OO 411 What is Certi
118. preliminary geotechnical reconnais sance step 3 Table 1 e The raw data shall be stored in digital form e The chart material location of transects and boreholes survey tracks etc shall be provided in dig ital form GIS or CAD format preferably shape format e Long term archiving of the data has to be ensured by the applicant 3 Time schedule 1 A comprehensive literature search has to be made for a complete compilation of relevant informa tion on water depths geological and hydrographic conditions existing cables and pipelines other structures fisheries in the area shipping traffic le sure activities existing nature reserves and pro hibited areas in the area of the planned offshore wind turbines and in their vicinity 2 Bathymetric and geophysical surveys echosounding side scan sonar and seismic surveys have to be performed in the planning area taking into account the planned locations 3 The first interpretation of geophysical survey results shall be provided in a preliminary geological report step 1 Table 1 4 The seismic survey data have to be calibrated by means of borehole data obtained during Dre liminary geotechnical investigations borehole locations should be co ordinated with the geological reconnaissance activities The interpretation of seismic results has to be checked against the drill ing data from preliminary geotechnical investigations and if required has to be revised in case of significant
119. requrenerts 000000000 wwecwwmexes HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH design considerations nnnnnnnnn Considerations for particular types of structures TT lannnnn 3 Loadingcondtons nn HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHI 0000 Arovenie stresses 00000000 oa un s concrete MDOT lannnnn HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 3 Design quirement 0000 ris 00007 0000 lewswe 2 0D 9 seemwesgsn 000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH Foundation desion ere et 000000 MD Gmtsews lan 8 mstalation HH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 103 Guidance nn 9 Marine Operations 10000 Qm Ga TE Documentation sid HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH T a A Machinery installations OO UM Lm ee sg 0002 and piping systems and piping systems piping systems 10000000 OL ELE LH 5 Electrical installations safety
120. samples from the borehole bottom in accordance with DIN EN ISO 22475 1 In cohesionless soils soil samples of at least GK 4 quality must be obtained which are undisturbed at least in their composition Soil samples of GK 3 or 2 are desirable but normally this is only possible when there are special soil properties Sampling has to be planned and carried out with a view tothe planned laboratory tests and laboratory apparatus to be used on the one hand and the composition and homogeneity of the foundation soil on the other hand 4 110 Part C Minimum requirements geotechnical investigations 27 sample diameter of 100 mm is recommended for soil mechanical laboratory tests of homogeneous cohesive and fine grained cohesionless soils up to maximally sand grain size Normally used sample diameters are a using jack up rigs and common onshore drilling methods e with continuous core sampling according to DIN EN ISO 22475 1 D 100 mm e with special samples from boreholes according to DIN EN ISO 22475 1 D 114 mm b using drillships to take push or percussion core samples from the borehole bottom D 67 mm Additional requirements are specified in DIN EN ISO 22475 1 To obtain special samples itis common practice in offshore operations to use samplers deployed atthe bottom of the borehole which are either driven into the soil by percussion hammer sample or pressed into the soil applying even pressure push sample As a matter o
121. shutdown system Risk analysis regarding safety Load and response analysis Structural analysis including mooring foundation system Electrical system Mechanical system Hydraulic and control system Marine systems including bilge system Other systems such as cooling corrosion protection lubrication pumps etc Component tests if required Installation and maintenance procedures Fabrication and installation inspection Quality control Powercurve measurement and evaluation of energy production Load measurement Power quality Feel free to contact us today to discuss our range of custom designed ocean energy converter certification services and solutions bcean energyiDal aroup com glrenewablesf gl graup com Mole 4 59 Getmancgpeher Xd oss warran or ASTE Boy ino of wktulity loi ihg up do daba ratura penny ch wee 155 a lt i poa naj A Pis asl an diu y tl the provided Cearmanischer Ime DL ar 94 e wr pr Es nota wld reich mea M Aic d Dion Al offers ve iut ec lo aerahon ww an Industrie Service 2 1 201 n March TUV SUD Offshore Wind Energy Malte Loss eM OU DNUS N TA mon UE A gt xx a BS n NATA e GmbH ic Offshore Wind Ener
122. specialy addressed It shall be ensured that the requirements stipulated in the technical documentation with respect to the components are observed and implemented in production and erection IPE The respective IPE assessment requires an inspection in which it shall be 447 3 demonstrated on at least one specimen that it is manufactured following the design requirements under certification IPE shall be carried out by GL at the manufacturers of the components and the manufacturer of the converter The Conditioned Type Certificate is issued to allow for O series production as well as to allow for outstanding matters with no safety implication The Conditioned Type Certificate is based on the full certification scope with the exception that outstanding matters are allowed The outstanding matters are however limited to matters with no safety implication within the period of validity maximum 1 year matters related to the finalization of manuals and quality control procedures matters related to the finalization of inspections regarding the implementation of the design related requirements in production and installation Quality IPE implementation of design IM ement i req in production and System erection Design Prototype Evaluation Testing Final Assessment _ Type Certificate Figure 2 Modules of type certification 8 Project certification Project certification shall confirm for a s
123. 00 UUUDUD 50000000000000000000000000 HHHUHHHHUHHHHHHHHHHUHHHUHHHHHHHHUHHHIL HHHHHUHHHUHHHHHHUHHHHHHUHUHHHHHHHHUHHHHI UUUUUUUUUUUUN 00060 HHHHHHHHHHHHHIECHHHHHHHHHHHHHHHHHH HHHUHHHHUHHHHHHUHHHHHHHHHHHHHHHUHHHI HHHHUHHHUHHHHHUHUHHHHHHHUHHHHHHHHUHHHIL 0000000000000000000000000000 000000000000000000 1000000000000 0000000000000000000 1 00000000000 HHHHHHHLH HUHHHH HHHHHHHUHHHHHHUHHHHHHHUHHHHHHHHUHHHI HHHHHHUHHUHUHHHHHHHHHHUHHUHUHHHHHHHUHHHI 5 28 00060 00060 00060 HUHHHH Uu 00060 00060 00060 00060 00060 00060 HHHHHHHUHHHUHHHUHHHUHHHHHHLH hilli iii LTD PP ELE EE EL EE ET COMA HPB PIP LLIPI ap EG a HHPH HH B 000 1800000000000 0 000000000 HHHUHHHHUHHHHHHHUUHHHHHHHUHHHHHHHHUHHHHI HHHHHUHHHUHHHHHHUHHHHHUHUHHHHHHHHUHHHHI ET DESEE DE EE RT P GP hh i h HHHHUHHHUHHHHHHHHHHUHHHUHHHHHHHHUHHHIL HHHHHHHHHHHHHHHI HHHHHHHHHH 79000000000000 89000000000 HHHUHUHHHUHHHHHHHHHHHHUHHHHHHHHHUHHHHI UUD HHHHHHHUHHHHHHUHHHUHHHUHHHHHHHHUHHHIL
124. 0000 ae TT sm 000 000000000 HI Hz2OH HHHHHHHHHHHHHH o IHHHHHnHH gag HHHHHHHHHHHHHHHH joooooooo Hz22H HHHHHHHHH 000 H23H 00000000000000000 J O H24H 00000000000000 BHHHHHHHh D230 HHHHHHHH _ 00 Hz26H 000000000000000000000000 Hz27H 00000000000000000000000 o 0 o 000 000000000000000000 __ a Hz28H HHHHHHHH _ 00000000 Hz29H HHHHHHHHHHHHHHHHHH 099000000 O H3OH HHHHHHHHHHHHHHHHHHHHHHHH dont D 30 0000000000000000000 E 000 00000000000000 0 000000 00 O 0000000060 HHHUHHHLH Uu Lt 156 E D D30 0000000000000 IHHHHHHHH H34H 0000000 00000000 D30 HHHHHHHHHHHH _ 000 000 00000000 E A Ha36H 00000000000 00000000 a HHHHHHHHHHHH 00000000 D380 HHHHHHHH E om oo a a D4D 0000000000000000000000 o O H41H HHHHHHHHHHHHHHHHHHHHHHHH HHnHHHHHnHHHHHHH E 420 0000000 100000000 TT 0000000 __ Oo 440 HHHHHHHHHHHHHHHHHHH 00000000 500 DE 510 000000000000 er REO I I I 157 590
125. 0000000 00000 Fasteners 10000 00000000000 00000000000 00000 Condition monitoring system 00000000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHH 1000 Jung 0000000 0000000 0000 0000000009000 00000000000000000000000 1211 Structural composite materials 00000000 00000000000000000000000000000000 T212 Blade rot 1000000 000000000000000000000000000000000 T213 Lightning protection T 000 3000000000000000 0000 Blade bearings 000000 HHUHHHHHHHUHHUHHHHHHHHHHHHUHHHHUHHHHHHHHH 0000 Pitch system ODT HHHHHHHHHHHHHUHHHHHHHHHHHHUHHHHUHHHHHHHHHHH T241 Hydraulic pitch system D D D 0100000 HHHHHHHHHHHHHHHHHHHHHHHHH T242 Electric pitch system 000000000 HHHHHHHHHHHHHHHHHHHHHHHHH 0000 Rotor suxiliary system 1 000000000 co 0000000000000000000000000000 0008 0000 Fabricated steel components 000000000000000000000000000000000000 5000 0000 000 000 0000 00000 86 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHUHHHUHHHHHHHHHHHHUHHHHUHHHHHH 00 00090000 0000 000000000000 00000 0000 Tuned damper 0 00 00000000000000000000000000 00 00000000 A UU sameton TI AAN nnn UU Tremetadedon 000000 oo 0000 JT 10000 HHHHHHHHHHHHHHUHHHHHHHHHUHHHHUHHHHHUHH 00 nn ofeesitwm nnd 4 10000000000000000000000000000 TT swne AN instalation and 0000000 m eeey lnnnmnnnnn 10000000000000000000000 a a a a am
126. 000000000 2 CATEGORIZATION AND DESIGN HHHHHHH CRITERIA 3 mam 2 Genea 0 000000000000000000000 00000000 000000 00000000000000000000 00 4 Design Criteria 3000 5 Accidental Fire and Blast Loads 00 0000010 3 FLOATING STRUCTURE DESIGN AND 4000000000 0000000 ANALYSIS COLUMN STABILIZED UNITS man 2 General Sturctural Considerations 0000000000000000000000000000000000000000000000000000000 3 DesignCases OL 00000000000000000000000000 4 Global Response and Structrual Analysis 000000000000 5 jSmetwaDeig Hu 00000 0000 6 Fabrication Tolerances 0000 Stability and Watertight Integrity 000000000 4 FLOATING STRUCTURE DESIGN AND ANALYSIS SHIP SHAPED General Sturctural Considerations UUUUUUUU U U U BENE HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH Design Cases 00000 HHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHLHHHH 4 Structural Design 0000 UO OO UU UU 0000009000 HHHHHHHHH HHHL Fatigue lan C Fabrication Tolerances 98 5 FLOATING STRUCTURE DESIGN AND ANALYSIS SPAR L1 ma 2 Gene strc Corotors 10000000008 HIHHHHHHHHHHHHHHHHHHHLUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHLH 5 eines 00000 4 Global Response and Structrual Analysis O00000 0000 0 0 HHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHL 000 Structural Design
127. 0000000000000000000000000000900000000000 000089000 HHHHHHHHHIEC61400 1HHHHHHHHHHHHHHHHHHHHHHHHHL A A NA 0000000000000000000000000000000000000000000000000000000 900000 000020000000000000090000090000000090000000000000009000000000 00000000 UU 00 EI DER EIE E EUER CERES EE EE LR ELE EE h ES EE TD u iii atea do E aaa E Ne a HER E A e A HHIH B EE SEE EE BOR EP Er ERE DD BEER UL HHHHHHHHHHHHHHHHHHHHHHHUHHHHUHHHHHHHHUHHHUHHHHUHHHUHHHHUHHHHHHHHHHHL HHHHHHHHHUHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHL HHHHHHHHHUHHUUHHUHUHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHUHHHHUHHHHHHHLH 108 0 00 0 00 00 0 000 0121044004404 Fl e EAD ET E HHHHHHHHHHHHHHHHHHHHSHHHUHHHUHHHHHHHHHHHHHHHHHHHHHHHHH 700 HHHHHHHHHHHHHHUHHUHHUHUHHUHHHUHHHHHHUHUHHHHHHHHHHHHL 000 0000 0 EE 0 000 000 0 0 0 0 0 0 0 90 0 0 0 0 04 HHWHHHHHUHHHHHWHHHHUHHHHHHHHHHHH2HHHHHHHHHHHHHHHHHH 0 00000000000000000000000000000000000000000000000000000 9000 1110801000
128. 12 0000 0000 0000 CD Committee Draft D LI UL D D U LUE 7 UO UU 122 PT3 2 1 OD OU ABS Consulting 1 Workshop Design Challenges for Floating Wind Turbine Support Structures and Moorings HHHHHHHHHHHHHHHFOWTHHHHHHHHHHIHHITA amp R 669 Floating Wind Turbines ll HHHHHHHHFOWTHHHHHHHHHHHHHHHHIEC 61400 3U 00 LI 0 LI AAA ET EI EE E ED E EE ED EA EE FA ELECTED EE EE BEBE IU 1 61400 31 500 0 00 060 0 60 0 0 0 60 0 0 U NRELY SMWHIHHHHHHHHHHHHHHHHHHHHHHHHHH 1000 500000 100HHHHHHHHHHHHHHHHHHHHH 0000 TEC61400 3 B D DO U DEO DEO CL 0 DE 0 UE CE CD DE 0 PT3 2 HHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHHHIHHHIL HHHHHHFHOWTHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH Aaa SEP ED Aaa a HA Ger nani sher Lloyd Renewable Certification G 2600 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHGLHHH GL Garad Hassan IDD E E DD DD GL Renewable Certification
129. 28 121 UISSOT ep pens Aenjgyuueuleu Jepuexe e 3 08997222 6160 6y l qolN LZ 196 228 67 121 JSDUBXSIV 92922 1 89IIBDJndUSJOBUUOS jueumiedeq 310USHO 005 2949 INS ANL 4 84 BUNDESAMT F R SEESCHIFFFAHRT UND HYDROGRAPHIE Standard Ground Investigations for Offshore Wind Farms 4 86 Standard Ground Investigations for Offshore Wind Farms Status 25 February 2008 first update Issued by Bundesamt f r Seeschifffahrt und Hydrographie BSH in co operation with Dr Roland Atzler Nautik Nord GmbH Pohnsdorf Dr Rolf Balthes Fugro Consult GmbH Markkleeberg Dr Alexander Bartholom Forschungsinstitut Senckenberg Wilhelmshaven Prof Dipl Ing Horst Bellmer Prof Bellmer Ingenieurgruppe GmbH Bremen Dipl Ing Tim Bethke Det NorskeVeritas Hamburg Dipl Ing Fritz Ei feldt Bundesanstalt f r Wasserbau Hamburg Dipl Ing Magnus Geduhn IMS Ingenieurgesellschaft Hamburg Prof Dr Ing Harry Harder Institut f r Geotechnik Hochschule Bremen Dr Ing Michael Hauschildt Germanischer Lloyd WindEnergie GmbH Hamburg Dipl Ing Marcus Klose Germanischer Lloyd Industrial Services GmbH Hamburg Dr Ing Kerstin Lesny Institut f r Grundbau und Bodenmechanik Universit t Duisburg Essen Dipl I
130. 416W0 0000002010 2000000000006 HHUHHHHHHHHHHHHHHHUHHHHHHHHHHH 2170000 4114HHHHUHHHUHHHHUUHHHUHHHHHHHHHL HHHHHHHH MW 00060 0000 ooo oo 2011 3 294 5 603 17 341 114 737 140 976 60 300 24 see nan nose mm ses LI OU U U Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 LI O U U EWEA The European offshore wind industry key 2011 trends and statics Jan 2012 20000 18000 16000 14000 12000 10000 8000 6000 4000 2000 Online Under Consented construction 2186HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHIHH 2011 120000 EWEA The European offshore wind industry key 2011 trends and statics Jan 2012 68 HHHHHHHHHHHHHHHHHHHGWECHHHHHHHHHHHHHHHL Lu ULL e HHHHHHHHHHHHHHHHHHHHH e 2011HHHHHHHHHHHHHHHHHH 9v ul utl u20161 UL UL 2020 UL UL UL LL e 20121 2016HHHHHHHHHHHH 65GWHHHHHHH 160GW GWEC Global Wind Report Annual market update 2011 March 2012 HHHHHHHHHHHHHUHUHHHHHHHHHHUHHHHHH 2 1 87 HHHHHHHHHHHHHUHUHHHHHHHUHUHUHHUUHHHHHHHHHHHHL HHHHHHHHHHHHUHUHHHHHHHHHHHHUHHUHHHHHHHHHHHHL 2 1 14 HHHHHHUHHUHHUHUHUHHUHHHHHHUHHHUHUHHHHHHHHHHHHHHL HHHHHHHHHHHHHUHUHHHHHHHHHHHHHUHHHHHHHHHHHHHL 42GWHHHHUHHH18SHHHHHHHH 141GWH 34 0 HHHHHHHHHHHHHUHHHH 216
131. 6 03 2012 GL Renewables Certification 4 26 Research in wind energy nr is A i sn il Large rotors aerodynamics aeroelasticity materials and structures control Newregions cold hot climate icing cyclones Offshore floating structures large fixed structures installation and maintenance condition monitoring GL Renewables Cerifcatian RAD GL Renewables Certification Projects finished UPWIND Projec 20MWWind Turbine in 2020 mM Diameter 250 m hub height 150 m F New innovative tailored design Blades reductions of fatigue loads by fore bending 10 individual blade control 20 30 applying profiles with two sections to be controlled independently 15 Adaptation of control system to account for the local wind field Optimisation of the wind farm layout Reduction of fatigue loading by remote sensoring Reduction of loading by measuring the gusts directly in front of the rotor Considering the above a 20 MW wind turbine could be in operation in 2020 Provided they are the cheapest option Jos Beurskens project leader UPWIND GL Renewables Certilication RED 28 03 2012 10 Ey d Wi GL Renewables Certification 427 Upwind Simulation Requirements extract ISOPE 2011 paper Coupled aero hydro servo elastic interaction Wind inflow Discrete events Turbulence Aerodynamics Induction f Downend designs Wake inte
132. 8 Measurements in operation for over 25 years gt 700 employees worldwide 20 employees in Hamburg GL Renewables Certification 22 03 2012 GL Renewahles Certification GL Renewables Certification GL Renewables Certification part ofthe GL Group is a leading certification body primarily focussed on the certification of wind farms wind turbines and their components At the forefront of understanding in renewables technology it is abreast of all the necessary standards and requirements and takes a harmonised approach in ensuring these are met Manufacturers banks and insurers around the world rely on the state of the art service provided by GL Renewables Certification GL Renewaties PC 25 03 2017 GL Renewabies Certification 49 Renewables Certification GL Renewables Certification is the Type Certificate GL world s leading certification body working M in renewables and particularly in wind A energy delivers project turbine and component certification and undertakes factory and supplier inspections ei GL RC is aclively engaged in the m development of international standards Prototype certification Type certification Project certification Guidelines a ma GL Renewables Certification 26 03 2012 GL Renewables Certification Vision Mission Values To be the most respected international technical advisor and trusted
133. 92HH22HHHHHHHHHHHHUHHUHUHHHHHHHHHHHL HHHHHHHHHHHHHUHHHHHHHHHHHUHUHHUHHHHHHHHHHHHL HHHHUHHUHHHHHHHHHHHHHHHHHHHHUHUHHHHHHHHHHLH HHHHHHHHHHHUHUHHHHHHHHHHHHHUUHHHHHHHHHHHHL 2MW HHHHHHHHHHHHHUHHHHHHUHHHHHHHUHHHHHHHHHHHHL 62 200 00 m 518 1281 ees m 606 831 ae cg m 48 80 m 84 125 EN a 2 1 78 http www nmri go jp 2179 00000000 http www nmri go jp 218 http www nmri go jp 63 HHUHUHHHHHHHHHHHHHHHHHUUHHHHHUHHUHUHHHHH 00000000000 0099900 HHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHHHHHHHHHHL 200 00000002007 1 109000020080 0000000 000000000 1 2000000000000000 2 1 81 http www ssk sasebo co jp 2 PIECON N V 2 182 1710HHHHHHHHHHHH125mHHH 7m0 LI LI LI lI http www ssk sasebo co jp 64 2 13 HHHH2MWHHHHHIHHH
134. AA NEON NE HHHHHHHHHHHHHUHHHHHHHHHHHHHHHH 3000 HHHHHHHHHHHUHHUHHUHHHHHHHHHHHHUHHHHHL 650 500KWIHHHHHHHHHHHHHHHHHHHHHHHHHHL E BEES ZEE EE RENEE 135 HHHHHHHHHHHHHHHHL 0 I HHHHL eiut oaU00000 e mul 9100000000000 HUHHHLH 1000000060 500kW 0 000000 D HHHHUHHHHHHHHH HOOUUUUUUUUL UU U 00060 IIA 00060 100kV 00000 HEBEL IE BIG hh HHHHHHHHHHL HHHHHHHHHHLH HHHHHUHHHHHLH 100kV HHHHHHHHHHLH 000060 136 170kVIHHHHL A 170kV 00 0 O 170kV HHHL 50kV 100kV 100kV D LI I HHUHHHHHHL 50kv 100kV HHHHHL 1000kW HHHHHHHHL 10kV DD D DD Ul UUD 6 HHHHHHHHH OO 59000000000000 7300 000000000 000000 l 0 0 0 000000000 EEE E 50 2 730 7 HHHHHH 4800 1000000000000000000000000000 0 00000000000000 4000000000000 100000000000000000000 49 DE A III EOE E Bh h h T
135. C 0 0 0 0 Y _ 0000000200202000200209000000000001 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHH EP 0000000600000 20000000000000 III HHHHUHUHHHHHHHHHUHHHHHUHHHHUHHHHHHHHL HHHHHHHUHHHHHHUHHHHHHUHUHHHHHHHUHHHI EE EE ot ed 8 5 16 00060 00060 HHHHUHHHUHHHHHHUHHHHHHHUHHHHHHHHUHHHIL HHHHUHUHHHUHHHHHHHHUHHHUHHHHHHHHHHHUHHHHI HHHHHUHHHUHHHHHHHHUHHHHHHHHHHHHUHHHHHI HUHHHHHHHHHHHHHHHHHHHHHHHWHHHHUHHHH HHHHUHHHUHHHHHHHHUHHHHHUHUHHHHHHHHUHHHHI 00060 HHHHUHHHUHHHHHHHHHHHHHUHHHHHHHHUHHHIL HHHUHHHHUHHHHHHUHHHHHHUHHHHHHHHUHHHIL UU IU IU 20HHHHHHHHHHHHHHUHHHHHL HHHUHHHHL HHHHHHHHHHHUHHHL HHHHUHHHHHUHHUHHHHUHHHHHUHHHHHUHHHHHHHHL HHHUHHUHHHHHHHHHHHHHHUHHHHHUHHHHHHH 50M Hui LA I h 50M HHHHHHHHHHHHHHUHHHHHHUHUHHHHHHHUHHHI HHHHUHHHHHHHHHUHHHHHHHUHHHHHHUHHHHI 00 00000008 0 910 0 0 0 0 6 00 0 00 00 a HHHHHHHLH EE HE LEN HHHHHHHHHHHHHHUHHHHHHH 200 1000000000 HHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHUHHHLH HHHUHUHHHUHHHHHHHHUHHHHHHHUHHHHHHHHUHHHHI HHHHUHHHUHHHHHHUHHHHHHHUHHHHHHHHUHHHI HHHHHUHHHUHHHHHHUHHHHHHUHHHHHHHHHHHHIL HHHHHUHHHUHHHHHHU
136. Conditions C DA x Prototype nspection Certificate Transport and Installation Inspection Periodic Monitoring 440 Page 2 Design basis assessment Load assumptions as well as support structure or mooring design are strongly dependent on the environmental and system parameters assumed and specified Design is heavily influenced by material selection and structural analysis principles All these are generally compiled in the Design Basis document Review and check of this document will be performed with respect to guidelines and standards to be applied Successful assessment demonstrates the establishment of a solid base for further development and design The assessment includes Site conditions current and wave data for the prototype location Bathymetry Assessment of the methodology of the soil investigation Assessment of the soil parameters derived out of the soil investigation Design Principles o Determination of the applicable and relevant rules regarding structure components Assumptions regarding operational parameters Methodology for load and structural analysis Material amp Corrosion protection requirements Transport and installation requirements O O 0 O Prototype design assessment C Design Assessment During the prototype design assessment C Design Assessment matters with no safety implication within the period of validity can be considered using simplified methods Design as
137. ELLI cas SB BL iii E EHE HH HHHHHHHHHHUHHHHHHHHHHL HHH HHHHHHHHUHHHHHHHHHHHHHHHHHH HHHHHHHH 200000000000 5 19 2200 0 30 0000000000000 WOOL 0 0000 240 30 290000 10 00 12 00 H 00000000 SOUL 00000 FE m HHHHHHHHHHH 00050 7 HHHHH 0000000 HHHHHHHHH 000 ooo 00000000000000 8 mmmnnnnnnnnnnn HHUHHHHHHHHHHHHHHHI H Bg HHHHHHHHHHHHHHHH 000000000000 HHUHHHHHHHHHHHHHHHI 0000060 III HHH HHHHUHHUHUHHUHHHHHHHHHHHHHI OD 2300000000000000000000000000 UD du utt a Be EI NA E E 200000000 5 20 00000060 HHHUHUHHHL 00000060 0 00060 SHHHHHHHHHUHHHHHHHUHHHHHHHH PaHHHHSHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHUHHHHHHUHHHHHHHUHHHHHHUHUHHHHIL E E 0000 HHHHHHHHHHHHHHHHHIL 100000000000000001000000000000000 HHHUHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHL HHHHHHH 3HHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHUHHHHHHHHH 20300000000000 HHHUHUHHHUHHHHHUHHHHHHHHUHHHHHHUHHHHI HHUHHHHHHHHHHHHHHHHIL HHHHHHHUHHHUHHHHHHHHHHHUHHHHHHUHHUHHHHIL HHHHHUHHUHHHHHHHHUHH
138. H m ubisaq uonejueule duu 5 HUIUOISSILULUOD Jo eui m UOI BIIB1SUI Jo BUIUOISSIWLIWIOISA ubisaq 19 Ssaueualule ar pue uo Buliolluo Aj a SIBTUBUU OUI suejd UOI1BIIB1SUI pue uodsueJ oipoued sypne uononpoud eoueunsse Ajeno m 89IAJSS eujsnpu Buipnjour SSOIAJSS 55 55 uoeouddy lt 470 L 2102 YEW UISSO BNEW A6Jau3 auousuO ans ANL ubisaq ubiseq 9 5 Se uUoneJodo NAL 89 AeS aujsnpu ans ANL S9IdB m UONEIS JouloJsueJ m SJn OnJ1S yoddns m QUIGIN S S9 pue SUOI1OSdSUuI 2Ipolaed 471 EL ZLOZ 15507 ayeyy A5Jau ans ANL 9911499 _ e je SSoIAJaS ABJeu ans ANL NAL 9IA19S suUlSnpul ONS ANL esed ans An 9 9 Palo d _ Qoeouddy paseg joalolg 472 YEW UISSOT BNEW SJOUYSHO ans ANL NAL 9IA19S
139. HHH20IIHHHHHHHHHHU 199MW UU HHHHHHHHHHHHUHUHHUHHHHHHUHHHHUHHHHH30IMWHHHHLH 3453MWI 0 D DD D 555SMWHHUHUHHHHLH Hp N WwW o CL o o c T66T 9 66 E66T N S66T on 9661 4661 866T o 6661 0002 paluasuoo peuue d 2189HHHHHHHHHHHHHHHHHHHHHHHHH European offshore wind industry key 2011 trends and statics Jan 2012 HHUHHHHHHHHHHHHUHHHUHHHHHH2020HH2030HUHHUHHHHH EWEAHHHHUHHHUHHUHHUHHUHHHHHHHHUHHHUUHHHHHHH 202000 40GWH 2030 100GWHHHUUHHHH 21909 0000000000000 HHHUHHHHHHUHHHHUHHUHHHHHH2020 HH 1482TWh 20300 562TWh 2030HHHHHHHH SITWRUUUWUUDUUUUUUUUDUU 2 1 920 9311 7 n 40 35 6 30 5 JESSE a 25 4 20 3 i i i 15 2 No EEE 10 1 5 O aen 23 2018 2017 2018 to 14 28 29 34 4 amp 1 64 mom se 53 19 ra ns r wo Source 2190HHHHHHHHHHHHHHHHHHHHHHH 2010 20200 E Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 12 120 10 100 8 80 3 6 ua M Ea 60 4 40 2 20 0 0 202 2005 mama ss ws us 24 mom 65 ss
140. HHHHH _ 1 1 HHHHHHHH _ 1 o ___ HHHH C HHHHHHHH 0 0000000 0 0 1 100000000000 0 0 HHHHHHHHHHHHHHHHHL 112 0 HHHHHHHHHHHHHHHHHHHI HHHHHHHHHUHHUHHUHHHHHHHUHUHHHHHHHHHUHHHHHHHL HHUHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHHHHHHHHLH HHHHHHHHHHHHHHHHHHHHHHHHH HU 22 150 0000 00 HHHHHHHHHHHHHHHHL ____ 000 DOD 000 O om O0 _ H0 0 0 C JJ A _ 000000000000000000 IHHHHHH H0 0 o ____00000 0 0 o ____ 0000000 ____ 0000000 _ Oo _ goood _ om De _ ____ 0000000 _ ____ 0000000 o 00000000000 IHHHHHH 10000000000000000001 o 0000000000000 113 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHIL Ho NINA AAA DL ED EE ii Patpa hu aoip EDDIE E P ana ET E 2 2 16 AAN nnn HHH 000 IHHHHHH I ____ 00000 _ HHHHHHHHHHHH o o 00060 000000000 A l ____ 0000000 A ____ 0000000 ee ____ 00000 0 0 _ HHHHHH
141. HHHHHHHHHH HHHHHHHHHHHHHHHHHHGLHH 2 Wnd Task25 Grid Integration of Large Anount of Wnd Power 1912 22 L HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL North Sea Transnational Grid project North Seas Countries Offshore Grid Initiative NSCOGI OU ENTSO E Ten Year Network Development plan TYNDPII U U U HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL IIHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL AA ER ED Tele HIE EY 1089 3 21 20 2200 IEC TC88 PT 3 2 Design requirement for floating offshore wind turbines L 04040002010 KRU Kim Mann Eung 020
142. HHHHHHHHHHHH el enent s HHHHHHHHHHHHHHH Ext ernal Hu Dt ti ons HHHHHHHHHHHHHH HHHHHHHHHHHHH HHHHHHHHHHHHHHH HHHHHHHHHHHHHHH HHHHHHHHHHHHH Structual desi gn 15O394 ed mms Control and 000000 0 0 0000000010 protection JD DD IEC61400 1 sysyt em 000000000000000 1000000000000000 000000000000000 0000000000000 10 Electrical 12 00 0 2 OD DE system 000000000000000 00000 11 Foundati on EME 00000000000000 1590000000000000 000000000000000 106 lmnnnnnnnnnnn 12 Assessnent of the external conditions at an offshore W nd turbi ne site installation and erection Conm ssi oni ng operation and nal ntenance ELE Del Uum t 00060 HHHHHHHHHHHHUHHL 2900100808 a HHHHHHHHHHHHUHHL HHHHHHUHHHHHHHL HHHHHHUHHHHHHHL PAN EE BOE HHHHHHUHHHHHHHL 107 2 211 IHE CRPW ESTATE 20101000000 ntroducti on HUUU 2010 000000000000 0000 000000000000 UU Devel opnent and 000000 HHHHHHHHHHHHHHH consent UUUUUUUUUUUUUUU
143. HHHHHHHHHHHHHH HPaHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHIH E aa HHHHUHHHUHHHHHHUHHHHHHHUHHHHHHHHUHHHIL HHHUHUHHHUHHHHHHHHHHHHHUHHHHHHHHUHHHI UUUUUUUUUUUUUN Uu THE 00060 HHHHHHHUHHHHHHUHHHHUHHHUHHHHHHHHHHHIL HHHHUHHHHHHHHHHUHHHHHHHHUHHHHHHHHHHI HHHHHL UUUDUD HHHHHHH 300HHHHHHHHHHH 500 00000000000 B hu il EEE ILU uui HHHUHHHUHHHHHHHHHL h 00060 HHHHHHHHHHHHHUHHHHHHHHHL Uu HHHHHHHHHHHHHHHpHHHI 5 24 Uu 00060 00060 HUHUHH EIE SEIS 00060 00060 00060 00060 HHUUHHHHHHHHHHHHHHHHHUUHHHHUHHUUHHHLH 400000040 00040 HHHHUHHHHHHHHHHUHHHHHHHHHHHHHUHHHHHIL HHHHHHHHHHHHI HHHHUHHHUHHHHHHHUHHHHHHUHHHHHHHHHHHI HHHUHUHHHUHHHHHHUHHHHHHHUHHHHHHHHUHHHHI HHHHUHHHUHHHHHHUHHHHHHHUHHHHHHHHUHHHIL HHHHHUHHHUHHHHHUHHHHUHHHUHHHHHHHUHHHHI JU lll HHHHUHHHHHHHHHHHHHHHUHHHHHHHUHHHHHI 000060 HHHHHHHHHHHHHHUHHHUHUHHHHHHUHHUHHHHLH EEE At P2 3000000000000000000000000 1 HHHHHHHHHHHHUHUHHHHHHHHHHHHUHHHHHHLH HHHHUHHHUHHHHHHUHHHHHHHUHHHHHHHHUHHHHIL
144. HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH BE HHHHHHHHHHHHUHHHHHHHHLHHHHHUHUHHHHHHHUHHHHHHL HHHHUHHUHHHHUHHHHHHHHHUHHHHHHHHHHUHHHHHHHHL HHHHUHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHLHL HHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHL HHHHLHHHHUHHHUHHHHUHHHHHHHHUUHHHHHHHHHHHHHHUHL Eau a au u yE sn n E UMUUOUUUWUUUUUO OU HHHHUHHUHHHHHHHHHHHHHHHHUHHUHHHHHHHHHHHHHL HHHHUHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHUHHUHHHUHHHHHHHH HHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHL HHHHHUHHHHHHHHHHHHHUHHHHHHHHHHUHHHHHHHHHH HHHHHHHHHHUHHHHHHHHHUHUHHHHHHHHUHHHHHHHHHL HHHHHHHHHUHHHHHHHHHHUHHHHUHHHHHHUHHHHHHHHHHH I 2 32 HHHHHHH HUHHHHHHHHHHHHUHHHHUHHHHHHUHHHHHHHHH HHHLHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHL HHHHHHHHHUHHHHUHHHHHHHHHHUHHHHHHHUHHHHHHHL HHHHHHHHHHHHHHHHHUHHHUHHHHHHUHHHHHHHHHHHHHH 00000 00000 00000 00 0 0000 0 00 0 0 0 0 000 00 00 00 00 0000 00 00 DD 0 0 0 0 0 0 0 00 00000 000 0 00 00 HL Do 000000000000 000 0 0 00 0 00 OHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHUHHHHHHHHHL HHHHHHHHHHHUHUHUHHHHHHHHHUHUHHHHHHHHHHHHHHHH HBD
145. HHHHHHHHHHHHHHHHHUHHHHHHHHHHHH Y HHHHHHHHHHHHHHHHHHHHHHUHHHUHHHHHHHHHHHUHHHLH Uu HHHHHHHUHHHUHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHL HHHHHUHHHHHHHHHHHHH 0000 2 38 HUHHHHHHHHHUHHHHHHL HHHUHHHUHHHHHHHHHHHHHHUUHUHHUHHHHUHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHUHHHHHUHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHH HHHHHHHHHHUHHHHHL Th TB DEEDES HHHHHHHHHUHHHHHHHHHUHHHHUHHHHHUHHHHHHHHHHHL HHHHHHHHHHHUHHHHHHHHHUHHUHHL HHHHHHHHHHUHHHHHL HHHHHHHHHHHHHUHHHHHHUHHHHHHHUHHUHUHHHHHHL HHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHH 000 000 00 000 O HHHHHHHHHHHHHHHHHHHUHHUHHHHUHUHHHHHHHHUHUHHHH 2 39 HHHHHHHHHUHHHHUHHUHHHUHHHHUHHHHHHHUHUHHHHHHL GO EE Y HHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHUHHHUHHUHHHL 00 00 0 000 00 00 Y HHHHHHHHHUHHHUHHHHHHHUHHHHHUHHHHHHHHHHHUHHHHL H
146. HHHHHHHHHHHHHHUHHHHHUHHHHHHHHHHHHHHHHHHL E HHHHHHUHHHHHHHHHHHHHUHHHHHHHHUHHHHHHHHL HHHHUHHUHHHHUHHHHHHHUHHHHHUHHHHUHHHHUHHHHHHHHH BO DO ODO E E d Hb 00000 Y HHHHHHHHHHHHHHHUHUHHHHHUHHHHUHHHHHHHHHHHL HHHHHHHHHHHHHHHHUHHHHHL Y HHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHUHHHHHHHH EO E E EU 000 HHHHHUHHHHUHHHHHHHHHUHHHHUHHHHHUHHHHHUHHHL MUDO Dd dd E 0000 HHHHHUHHHHHUHHHHHHHHUHHHHHUHHUHUHHHHHHHH UL 2 40 HHHHHHHHUHHHHHHHHUHL 000 HHHHHHHHHHHHHHUHHHHHHHH 0000 HHHHHUHHHHHUHHHHHHHHHHHHHHHHHHUHHHHLHH HH HHHLHHHHUHHHHUHHUHHHHHHHHHHHHHHHUHHHHHHL HHHHHHUHHHHHHHHHHHHHHHHHHUHHHHHUHUHHHHHHHHHH 0 000 00 0 0 000 0 00 00 0 0 00 000 0 0 0 0 00 a NO 00000 HUHHHHHHHHHHHHHHHHHHHHHUHHHHHHUHHHUHHL OO DAD BOO 00 00 000 00 0 0 000 0 000 0 00 000 HHHHLHHHHHUHHHHHHHUHHHHHHHHHHHHHHUHHHHHH HHHHHHHHHHHUHHHHH HHHHHHHHHHHHHHHHHHHHHHH UID E HHHUHHHHHHUHHHHHHHHHHHHHHHUHHHUHHHHUHHHHHH UU HHHUHHUHHHHUHUHHUHHHHHHUHHHHHUHH
147. HHHHHHHHHHHHHUHHHHHHHHHHUHHHHHHH tL HHHHHUHHHHHHHHLHHHHHHHHH BEE EAD HHHHHH HHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHL 90000 00 0 00 E 0 000 000 0000 eg HHHHHHHHUHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHL HHHHHHHHUHHHHUHHHHUHUHHHHUHHHHHHHUHHHHHHHHHHH HHHHHHHU HHHHHHHUHHHHHHHHHHHHHHUHHHHUHHHHHHL HHHHHHHHHHHHHHHHUHHHHHUHHHUHHHHHHHHHHHHHL HHHHHHHHHHHUHHHHHHHHUHHHHHUHHHHUHHUHHUHHUHHHHH HHHHHHHHHHH HL 2 50 HUHHHHHHHHHHHHHHHHHL 000 0 0 0 0 000 000 000 HUHHHHHHHHUHHHHHUHHHHHUHHHHHHHHL 000 HHHHHUHUHHHHHHHUHHHHHHHHUHHHHHHHHHHHHHH LDO Ae HHHHHHUHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHL O OU WU UU WO OOL OO Ua HUHHUHHHHHHHUHHHHHL HHHHHHHHHUHHHHUHHUHHHHHL 00000 Odo go ODO DDD O DDD DO DDD DD ODO HHHUHHHUHHHUHUHHLHHHUHHHHHHHUHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHUHUHHHHHHHHHHHHHHHHHHHHHHL II 0 00 UU 00 00000 00000 JOA BBD 00000 00 0 UD 00 0000 2
148. HHHHHHHHHHHHHUHHHHUHHHHUHHHHHHLH HHHHHHHHHHHHHHHUHHHHHHHHHHLH 112 0001 HHUHHHHHHHHHHHHHHHI e php DEI HEN DD DES TEE HHHHHHHHHHHHHHUHHHHHHHHHHHHUHHHUHHHHHLH 2 EI LEE ENED E 2 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHH 1 13 0000 REBEL EL DEI LE RI I EEE hihi HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL AAA DD ERDE ELLE ANO AAN EE ss E LES D IIHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHL IIHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHLH IIHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHLH IIHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHLH HHHHHHHHHHHHHUHHHHHHHHL 12 1 21 0000 0000 aude 122 HHHHHHHHHHHHHHHH 020 HHHHHHHHHHHHHHHHHHHHHHUHHHHHHHIL 21 21 1 HHHHHH 1 HHHUHHHHHHHHHHHHHHHUHHHHHHHHHHHUHHHHHHHHHHL 20090 UU 201000000 40GWHHHHHHHHHHHHHHHUHUHHHHHHL 2011 238GWHHHHHHHHHHHHHHHHUHHH2011HHHHH 21 00 HHUHHHH 2 1 10 45000 MUSA AS A0000
149. HHHHHHHHHHHHUHHHUHHHHHL HHHHHHHUHHHHHHUHHHHHHHHHUHHHHHHHHHHHHHHHHLH E Rn Int DU EE 00 0000 0 0 0 05 HHHUHHHHHHHHHHHHHHHHHHHHHHHH 0000 0000 00 HHHHHUHHHHHHUHHHHHHUHHHHHHHHHHHHHHHHHL U HHHHHHHHHHHHHHHHHHHHL U HHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHL HHHHHHHHL 0000 HHHHHHHHUHHHHHUHHHHHUHHHHHHHHHHHHHHHHL 0000 HHHUHHHHHHHHHHUHHHHHHHHHHUHHHHHHHHHHHHL HHHHUHHUHHHHUHHHHHHHHHHHHHHL 3 4 lut HHHHHHHHHHHUHHHHHHHHHHHHHHHUHHHHHHHHHHHHHL HHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHL HHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHUHHHHHHHHHHUHHHHHHHHUHHHHHHHHHHHHL HUHHHHHHUHHHHHHHHHHH UW HHHHHHHHHHHHHHHUHHHHHHHHUHHHHUHHHHHUHHHHHHL HHHHHHUHHHHHHHHL HHHHHHUHHHHHHHHUHHHHUHHHHUHHHHHHHUHHHUHHHUHHL HHHHUHHUHHHHHHUHHHHHHUHHHHHHUHHHHHHHHHHHHL LLO aan EE T 0 000 UW HHHHHHHHHHHHHUHHHUHL 0000 HHHHHHHHUHHHHHHHUHHHHHHHHHHHHHHHHHHL 0 000 0 06 HHHHHH HHHHUHHHUHHHHHHHHHHHHHHHHHHL UW
150. HHHHHHHHHHHHUUUHHHHHHUHHHHHHHHHHHHUHHHHHHL HHHUHHHHUHUHHHHHHUHHHHHHUHHHHHHHHHHUHHHHHHHHHUHUHHHHHHHHHHHL HHHHUHHHUUHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHL GER EE EAE DS EEE BEE EE EU BE TENER ELSE I E 0000 00 04 a HHHHHHHHHHHHHHHHHUHHHHHUHHHHUHUHUHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHL HHHHHHHHUHHHHUHHHHHHUHHUHUHHHHHHHHHHHHHHUHHHHHUHHHHUHHHHHHHHHHHHHUHHHL II dg BH 000 00000 0000000000000 900000 00000 AAA IE ER EEE E BEE 84 223 00000 000000 2010 U OOMOO W DU O 00 OOL S 17777 ma TA MTC san bu Development an corset nando Development and consent 000000 UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUOUUUUUDU AA A 0000 Onshore enviromental suveys 000000 HHHHHUHHUHHHHHHHHHHHHHUHHHHUHHHHHUUHHHHHHHHHHL DU Coastal process surveys 00000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH DD IMetstationsuveys 000000 00000 0 000 0 00 0 0 0 00 00 HHHL Met station structure 000000000 000000000000000000000000000000000000000 0000 Met station sensors 0000000000000 0000000 000 00000 0000 0000 Met station suxiliary systems 00000000000 000000000000000000000000000000000 DD Sea bed s
151. HHHHHHHHHHHL EE D ty VOB Ba DD 0000000000000 0 0 HHUHHHHHHHHL HHHHHHUHL HUL 800 4008 000000000 ra li em 0000000000 HHHHHHHHUHL 000000000 ein HB TL B PU A HHHHUHHHHHHL O OL e ta HHHHHHHHHL HHHHHHHHHUHHHHHUHHHHHHL HHHHHHHH ELE A 154 00000 0000000 HHHHHHHHHHHHHHL HHHHUHHHHHHHHUHHLH 0000 numum ee Uu LL HHHHLH 00000000 U 000 HHHHHUHHHUHHHHHHHHHL 0000 UU Ut Ul I U LIU U uult U LIU 1 Ul I I OO 000000000 0 HH HHHHHHHHHHHHHHHHH 100000000 HHH 000000000 Dg ATT j HHH 00000000000 U_U I HHH HHHHHHHHHHHHHHHHHHHHH Do 0000000 000000000 nm 00000000000 I HI12H HHHHHHHHHHHUHHHHHHHHHHHH IHHHHHHHH H13H HHHHHHHHHHHHHHHHHHHHH IHHHnHHHHh HHHHHHHHHHHHHHHHHHHHH 000 om000 E 00000000000 lt fo 00000000 1 150 00000000000000000 00000000 000000000 0000000 D 160 Ba BPLP BEBE pia t HHHHHHHL Aaa 15 A 000000 dul III HHHHHHHHHUHHHLH 000000000 000000000 190 0008000 0400
152. HHHHHHHHHHHL HHLHHHHHHHHHHHHHHHHHHHUHHHUHHHHHHHUHHHHHHHL 2 41 HHHHHUHHHHHHHHHHHHHHHHHHLHHHHHUHHHHHUHHL HHHHHHHHUHHHHHHHHHUHHHHHHHUHHHHL 00000 HHHHHHHHHHHHHHHUHHHHHHHHUHHHHHHHHHHHH HHHHHUHHHHHHHHHHHHUHHHHHHHHUHHHUHHHHHHHHHHHL HHHHHHHHHHHHHHUHHHHHHHHUHHHHHHHUHHHUHUHHHHHH HHHUHHHHHHHHHHHHHHHHUHHHHHHHHUHHHHHHHHHHHL 00000 BERNER HHHHHHHHHHHHHHHHL b HE BD Du HE TH HHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL EE 0 0 0 0 0 0 00 DADO BO DO piu 0 H E 0 0 0 0 0 00 0 0 00 00000 D D HHHHHHHHHHHHHHHHHHUHHHHUHHHHHHHHHHHL Y HHHHHHHHHHHHHHHHUHHHUHHHHUHHHHHUHHHHHHHHH 2 42 Cortadora HUHHHHHHHHUHHHHHUHHHHUHHHHHHHHHHHHHHHHL LHHHHUHHHHHHHHHHH HHHHHHUHHHHHHUHHHHHHHHUHHHHHUHHHHHHHHHH HHHHHHHHHHUHHHHHHHHUHHHHHHUHHHHHHHHHHHHL HHHHHUHUHHHHHUHHHHUHHHHH HHL Y HHHHHHUHHHHHHHHHHHHHHHHHUHHHHHHHHHHUHHHHL HHHHUHHHHHHHHHHHHUHHHHHUHHHHHHHHUHHHHHHHHHH HHHHHHHHHHL 404841004 E
153. HHHHHHHHHHHUHHHHHHHI HHUHHHHHHHHHHHHHHHHI 166 3 2 5 HHHHH HHHHHHHHHHHHHHUHHHHHHHHHHHHHHHUHHHUHHHHHLH p iti Y a E lB EE ANO D HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHIECHHHL 1500000000000000000000000000000000000 HHHHHHHHHHHHHUHHHHHHHHHHUHHUHUHHHHHHHHHHHL HHUHHHHHHHHHHHHHHHHI HHHHHHHHHHHUHHHHHHHHUHHHHUHHHHHHHHHHHHHI coa aa tarot a HHHHUHHHHHHUHHHHHHUHHHHHHHHHHHHHUHHUHHHL add E E EEE BE 2 HHHHHHHHHHHHHHI 1406 3 00000 BB 0 00000 0 0 0 0 0 0 0 0 0 U HHHHHHHHHHUHHHJISHHHHHHHHHHHHHHIEECHHHHHHHIH HHHHHHHHHHUHHHHHHHHIECHHHHHHHUHHHHHHHHHHHH E TL E ENE TPB Y H D 1 ERES EB EI ISITE Ey Ab LEED UE KE E HHHHHHHHHHHHUHUHHHHHHHHHHHHHHHUHHHHHHHHLH HHHHHHHHHHHHHHHHHUHUHHHHHHHUHHUHHHHHHUHHHHHL BEE EDT EDI 3 HHHHHHHHHHHHH HHHHHHHHHHHHHHUHHHHHHHHHHHHUHHHUHHHHHHHLH HHHUHHHUHHHHHHHHHHHHUHHHHHHUHHHHHHHHHHHHHHLH
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174. HHHUHHHHHHHHHHHHHHHHHHH HHUHHHHHHHHHHHHHHHUHHHHHHHHHHUHHHUHHUHHHHHH HHUHHHHHHHHHHHUHHHHHHHHHHHHHHHHHUHHHHH HUHUHHHUHHH 0 2 1 42 0000000000 http www renewableenergyfocus com e 0000000000 HHHHHUHHUHHHHHHHHHHHHHUHHHHHUHHHHHHHHHHL HHHUHHHUHHHHHHHUHHHHHHUHHHHHHHHHHHHHHHL HHHHUHHHHUHHHHHHHHH 10kmlHHH Hywind DE BL UO D U U EU U LU HHHHHHH23MWHHHUUHHH200mHHH2009 6eHHHHHHHL e HHHUHHHUHHHHHHHUHHHHHHUHHHHHUHHHHHHHUHHHHL HHHHHUHHUHHHHHHHHHHHHUHHHHHUHHHHHHHHHL 30 2 1 43 Hywind http www renewableenergyfocus com 24144HHHHHHHHHHHHHHH S Butterfield et al Engineering Challenges for Floating Offshore Wind Turbines Conference Paper NREL CP 500 38776 Sep 2007 2975 e HHHHHHHHHHHHHHH HHHUHHHUHHHHUHHHUHUHHHHHHUHHHHHHHHHHHHHHHL HHHHHHHHHHHHHUHUHHHHHHHHHHHHUHHHHH 21 45 HHHHHHHHHHHHHHHH ECN MARIN Lagerwey Windmaster TNO TUD MSC Studie naar haalbaarheid van en randvoorwaarden voor drijvende offshore windturbines Dec 2002 HHUHHHHHHHHHHHHHHUHHHHHUHHHHHHHUHHHUHUHHHH HHHHHHHHHHHHUHUHHHHHHHHHHHHUHHHHUHHHHHHHL HHUHHHHHHHHHHHHHHHUHUHHHHHHHHHUHHHUHHHHLH HHHLH WINFLO 2010 2 1 46
175. HHHUHHHHHHUHHHHHHUHHHHHHHHHHHHHHHHUHHHHHHHH 000 0 000 9000001000000 HHHHHHHUHHHHHHHHHHHHHHHUHHHHHLHHHHUHHHHHL HHHHHHHHUHHHHHHHHHHHHHUHHHHHHHHHHHL HHHHHHHHHHHUHHUHHHHHUHUHHUHHHHUHHHHHHHHHUHH HHHUHHHHHHHHHUHHHHUHUHHHHHHHHHHUHHHUHHUHHHHHHHL HHHHHHUHHHHHUHHHHHHHHHUHHHHHUHHUHHHHHUHHHHHLHH HHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHL HHHHHHHUHHHHUHHHUUHUHHHUHHHHHHHHHHHHHHHHHUHHHHHL HHHUHHUHHHHUHHHHUHHHHHHUHHHHHHHHUHHHUHHHHHHL DO DO DO DO DO ODO DD ODO ODO DO 0 90 90 pra DEE E EE IU 0000 DO 00 0 0 00 0 0 0 00 00 Lt 00000 ODO DO 0 0 0 0 0 0 0 0 0 0 00 0 00 00000 0 00 0 0 0 0 00 0 00 0 0 0 0 HHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHUHHHHL HHHHHHHHHHHHHHHUHHHHHUHUHUHHHHHL OHHHHHHHHHHHHHHHUHHHHHUHHUHHHHHHHHUHHHHHHHL HHHHUHHHHHHUHHHUHHHHHHHHHHHHHHHHUHHHHHHHL HHHHHHHHUHHUHHHHHHHHHHHHHHHHHUHUHHUHHHHHHHHHLH HHHHHHHHHHHHUHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHL UL 00000 HHHUHHHHHHHHHHUHHUHHHHHHUHHHHHHHHHL 0 0 0 0 0 0 00 2 5 HHHHHHHUHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHL ED HHHHHHHHHHUHHHHHHHHHUHHHHHUHHHHHHHHHHHHHUHHL HHHHHHHHHUHHHHHHHHUHHHHHHHHHHHHUHHUHHHHHHHHL HHHHHHHHHHHUHHHHHHUHHHHHHHHUHHHHH HU
176. HHHUHHHHHL 3 8 HHHHHHHUHHHHHHUHHHHHHHHHHHHUHHHHHHHHHHHHHH HHHHHHHHHHUHHHHHUHUHHHUHHHHHHHHHHHHHUHHHHHHH HHHHHHHHHHHHHHHL 0000 HHHHHHHHHHHHHHHUUUHUHHHHHHHUHHUHHHHHHHH UL 0000 JOBO BDO DUDO DO OO DDD OD ODO DD it 0U 001 067 00 0000 0 000 0 0 0 000 00 0 0 0 0 0 0 HDI E B A HHHHHHHHHHHH HHHUHHHHHHUHUHHHHHHHL EE h 000 3 9 0000 HHHHHHUHHHHUHHHHHHHHUHHHHHHHHUHHHHHHHHL HHHHHHHHHHHHHUHHHHHHHHHUHHHHHHHHHHHHUHHHHHLHHL UL LII 3 10 O HHHHHHHHHUHLH References GL Renewables Offshore Project Certification Germany January 2011 Alpha Ventus Amrumbank West Baltic Baltic 2 Bard Offshore Bard Deutsche Bucht Bard Veja Mate Borkum Riffgrund Il EnBW Hohe See EnBW He Dreiht FINO FINO 3 Global Tech Gode Wind Horizont 1 2 3 Meerwind Nordergr nde N rdlicher Grund Nordsee Ost sandbank 24 extension Seawind Project Certification Marine Warranty Survey Project Certification BSH first release Met Mast Certification Risk Analysis Project Certification partly Risk An
177. HHHUHHHHHUHHHHHUHHHHHHHUHHHHHHHHHHHLH HHHHHHHHHHHHHHUHUHHHHHHHHHHHHHHHHHUHHHHHHLH HHHUHHHHHHHHHHHHUHHHHUHHHHHHHHHHHHUHHHHHHHHHL HHHUHHHHHHHHHHHHHHUHHHUHHHHHHHHHHHUHHHHUHHHHHHLH Eh tal E E la OOOO 59 0000 000000000 00000000 00000000000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHUHHHHHHLH HHHHHHHHHHUHHHHUHHHHHHHHHHHH 2200 HHHHHHHHHHHHHUHHHHHHHHHHHHUHHUHHHHHHHHHHLH HHUHHHHHHHHHHHHHHHHUHUHHUHHHHHHHHHUHHHHUHHHHHHLH HHUHHHHHHHHHHHUHHHHHUHHHHHHHHHHUHHHHHHHHHHLH EE ARE ana thi ii 224 000000 HHHHHHL 00000056 0000006 uui 00000056 00000056 0000006 Cffshore Uni ts Rules for Buil di ng and assi ng shore Install ati ons Pl anni ng Desi gni ng and Const ruct i ng Fl oati ng Producti on Syst ens Rules for the assi fi cati on of Fixed Cffshore Structures Aneri can Pet rol eum nsti t ut e Kor ean Regi st er KR 89 F LLB H EI HHHHHHL HHHHHHL Uu 0000006 0 UUD EA 2 2 5 2 2 6 227 228 Rules for the assi si cati on of Cffshore Units BV Rules for Building and assi ng Gf shore ati ons ABS Pl anni ng Desi gni ng and Constructi ng Fl oati ng Production Syst ens API Rules for the dassification of Fixed Cffshore Struct ur es KR 90 2 2 5 Rules for Classification of Offshore Units April 2010 NR445 Offshore Units A MMM HHhH 1 CLASSIFICATION 0 2
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189. Intermediate Platform Boat Landing External J tubes Substructure Grouted Monopile E Foundation e 2 1 28 PO D LUE DE OE CE EE UE D UU http ww w wind energy the facts org en part i technology chapter 5 offshore wind f 275 d 2 1 29 http www smuldersgroup com divisions windturbine constructions HHHHHHHHUHHHHHH2130HHHHUHHHHHHHHHBeatree 2 1 2901 Alpha Ventus 00000000000 Tower Work Platform Transition gt Amm Intermediate Platform Boat Landing Substructure 7S U 4 External J tubes Foundation 2 4 30 http www wind energy the facts org en part i technology chapter 5 offshore wind f 28 2 1 31 UUUUUU UU U Beatrice O OL D HU U D D D 6MWTT U http www wwindea org technology ch01 en 1l 3 4 html HHUHHHHHHHHHHHH2132HHUHHUHUHHHHHH Alpha Ventus O UUUUUUUUUUUUUUU 2 1 3300 Work Platform Intermediate Platform Central Column _ Internal Jtubes _ Substructure Foundation 2132 http www wind energy the facts org en part i technology chapter 5 offshore wind f 29 2133HHUHHHHHHUHAlpnpaVentnsHHHHHHUHUHHHHHHHH http www t
190. L TE B LPT HHHUHHHHHHHHHHHHUHHHHHIL HHHHHUHHHHHHHHHHHHHHH HHHHHHHHHH HHHHUHHHUHHHHHHUHHHHHHHHHHHUHHHHHHHL 000060 4800 1800000080000 00000 0 0000 3900 18 8000000000 00000 000000000000 HHHUHHHUHHHHHHHHHHHHHHHHHHUHHHHHHHLH DDD TIT EDEL HHHHHUHHHHHHHHHHHUHHHHHHUHHHHHHHLH 0000000000000000000 00000000000 HHHHHHHHHHHHHHHHHHUHUHHHHHHHHHL HHHUHHHUHHHHHHUHHHHHUHHHHHHHHHHHHHHLH HHHHUHHHHHUHHHUHHHHHHUHHHHHUHHHHUHHHHHI E 3000000000000000000000000000000 HHHHHHHHHHHHHHI 000000 000000000000000000000000 BRE ET 30000000000000000000000 HHHUHHHHHHHHHHHHHI 137 HHUHHHHHHHHHHHHHHHHHL OHHHHHHHHHHH 3900000 17r 0 OHHHHHHHHHHHHHH 400000 206H 2000000 B 420100 90 2000000000 2 l OHHHHHHHHHHHHHHHHHHHHHHHHUH 90 30 270000000 5300 OHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 400 6 15 HHHHHHHHH 5200 o HHHHHHHHHHHHHHH23H 70 100000000000000 o HHHHHHHHHHHHHHHHUHHHHHH 210 120 18000 0000000 HHHHHL 138
191. L http www ssk sasebo co jp 65 HHHUHUUHHHHHHHHHHHHHL HHHHHHHHHHH 3KWHHHHHHHHHHHH18HHHHHHHHH 2011 11HHH2012H12HHHHHUHHHHHHH650mHHHHHHHHHHHHHL HHHHHHHHHL 2 184 HHHHHHHHHHHIL http www city fukuoka lg jp 2185 HHHHHHHHHHHHHHHHHL http www riam kyushu u ac jp 66 2 13 1 000000 HHUHHHHHHHHHHHHHHHHHHURisoHHHHHHHHHHUHHHHHHL HHHUHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHUHHUHHHHLH 0000000000000 02020 U U 42 2030 250GwW 2050 770GW HHHHHHHHHHHHHUHUHHHHHHHHHHUHHHHH2020HH 341 O 2030 200 0 20500 500000000 200 000 000 000 0 1800000000 E DEE ES DE 2 1 13 HHHHHHHHHHHHHHHL Year Offshore Yearly growth Offshore of Production Expected global Penetration wind GW offshore total wind from offshore electricity of offshore wind wind TWh y consumption wind TWh y 2006 0 9 1 2 3 15500 0 0 2015 12 8 34 2 6 42 21300 0 2 2020 42 4 27 4 0 140 23800 0 6 2030 251 1 19 5 9 5 829 29750 2 8 2050 773 8 5 5 18 4 2559 40100 6 4 John Twidell and Gaetnano Gaudiosi Offshore Wind Power Multi Science Publishing Co Ltd 67 2 HHHUHHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHHUHHHHHLH 0000000000000 00 2 1 14 0 000000 020110 60 39000000 HHHHHHHHHHHUHUHHHHHHHHHHHHU 18 00099000000 9GWHHHHHHHHHUHUHUHUHHHHHHUHUHHUUHHHHHHHHHHHL HHHH12HHHHHHHHHHHHHHHH 186 0000009900000 HHHHHHHHHHH 0000000 1
192. L Renewables RED 26 03 2012 GL Renewables Certification 429 Guideline Work planned for 2012 GL Offshore Wind Guideline New begin of work for floating wind turbines Guideline for tidal turbines 2nd Edition In combination with ReDapt project Guideline for wave energy converters In combination with Standpoint project EMC Requirements Guideline TN Turbines in tropical storm conditions cyclones TN Iced conditions In combination with Iced Blades project TN Collision analysis requirements TN fire protection TN training centres TN grouted connections GL Renewables Certification RAD 28 03 2012 GL Renewables Certification Influence of Cyclone Loading on Wind Turbine Design Symposium in Hamburg 28th and 29 February 2012 Start of GL Technical Note development About 20 Participants with 15 Presentations from all over the world 430 GL Renewables Certification RAD GL Renewables Certification New Wind Turbine Classes Wind turbine class Vie 50 42 5 37 5 m s 3 Example GL2010 rieweables Cornificatos READ 28 03 2012 431 Partial safety factors Design situation 6 Parked standstill or idling period 1 year 7 Parked 7 1 ECWM Recurrence standstill or GL Rerewables CenificaticA R amp D 26 03 2012 GL Renewables Certification GL Renewables Certification RAD 28 03 2012 GL Renewables Certification
193. ORAGE AREA 94 2 2 6 Rules for Building and Classing Offshore Installations 1997 00000 094000 HHHnH y Classification In 5 Other Regulations ODO HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH g 9 res OOD 10 Disagreement JOD EN s ETT 2 0000000000 Installations Genera 0 0 IHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL Q9 Steel Structures OUD Special Periodic Surveys ims 0 1000000000000000000000000000000000000000000000 4 Gaugings 6 Maintenance of Marine Growth Statutory Certification 4 Definitions and Design Documentation 00 00000 0 Definitions la2 looooooooooooooooooooooooooooo0000 2Weaterasandweling 00000 1 Materials 0 0 Structural Stees 0000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 2 Welding and Fabrication 00000 C IHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 95 General __ mews 000000 in ernment Conditions 0000 Gea T HHHHHHHHUHHHHHHHHHHUHHHHHHHHHHHHHHHHHUHHHHHHUHHUHHUHHHHHHHHHHHHL Factors to be Considered 00000000 ida 2 tes bo ______ D D T Types of Loads TT THU DE UD D OD S ee 0000 0000 00000000000000 00000 0000 oo 3 Overall Design Considerations Overall Design Considerations Consid
194. The elements considered are Safely systems incl emergency shutdown system Load and response analyses Structures Mooring foundation system Electrical system Mechanical system Hydraulic system Control system Marine systems including bilge system Other systems such as turbines lubrication dehumidification cooling systems corrosion protection etc Component testing Maintenance procedures It is generally carried out in two sequential steps The first part covers all aspects of the safety and control concept as well as the load assumptions and load calculations During the second part of the design assessment all components see list above of the system are being examined on the basis of the previously approved loads and the relevant standards and guidelines At the end of the design assessment manuals and procedures for erection commissioning operation and maintenance are checked for suitability completeness and compliance with the assumptions in the design documentation Component testing e g blades gearboxes forms an integral part of the design assessment 4 46 2 5 Development accompanying assessment GL offers a development accompanying assessment DAA Therefore GL provides the client with broad expert knowledge from comprehensive certification activities to the benefit of the design of the ocean energy converter Communication shall take place within expert meetings telephone and email as
195. U E HHHHHHUHHHHL APA AA NEA REED al EE UTER EAD RE HHHHHHHHHH HHHHHHHHHHHH HHHHHHHHHHUHH RE LEE HHHHHUHHHHHHHHHHHHH HHHHUHHHL HHHUHHHHHHHUHHHHHHH 00000000 HHHHHHHHHHHHHHHL HHHHHHHHHH canta HHHHUHUHHHHHL a HHHHHHL HHHHHHHHHHHH HHHHHHHHHHHHUHHHHHHHHH HHUHHHHHHHHHHL 146 L L LJ O LI 1 1 690 721 BU 741 150 160 7170 78 HHHHUUHUHHHHHHHHHHHL HHHUHHHHHHHHL HHHHHHUHHHHHHHUHHHHHHL HHHHHHUHHHHUHUHHUHHHL 6 00 000 000 00000 HHHHHHHHHUUHUHHHHHHHL HHHHHHHHHUHHHHHHHHHL HHHHHUHHHHHHUHUHHLH 000004000 2347 Bo ES ETAT ed DET T DU HH DU HH O OL O OL O OL O OL O OL U ult HHHHHHHHHHLH HHHHHHHHHL 148 a OA D UTES E Y 101
196. UE Bales have developed dynamically in recent years Compared lo 2009 revenue rose by B in 2010 SIAFF g Currently GL has 4000 2001 2002 2003 2004 2005 2006 2007 2003 20052010 2002 2003 2004 2005 2008 2007 2003 2009 2010 SL Renewables Certi amp icalian 2503 2012 GL Renewables Certification 47 GLOBAL MINDSET Employeas from more than 100 nationalities work far GL GL Group has more than 7 000 employees offices in region GL Group operates a worldwide network 208 offices 78 countries GL Renewables Certification PC 28 03 2012 GL Renewables Certification Geographical Reach of the Renewables gt 800 staff in 43 locations across 23 countries Heerenveen Sint Maarten Kasser W helm Glasgow y Copenhagen London B Hi ei Slough gt Oldenburg riste Harburg Vancouver Wi e Saw Bening Ottawa cm _ E Tokyo Portland E Shanghal San Diego 899 Mumbai Montreal LS e Bangalore Peterborough Hewcastla Austin an Melbourne Monterrey ieee i Wellington Porto Alegre Gi Rehewables 28 05 2012 GL Renewables Certification 48 Germanischer Lloyd Renewables GL Renewables Certification Certification body in Hamburg in operation for over 30 years 130 employees in Hamburg GL Garrad Hassan Engineering Consulting
197. UHHHHHHHHHHUHHHHHUHHHHHHHUHHHHHI Uu HHHHHHHHHHHHHHHHHUHUUHHHHHHHLH 00060 HHHUHHUHHHUHHHHHHHHUHHHHHHHUHHHHHHHHUHHHHI HHHH1IHHHHHHHHHHHHUHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHUL HHHHHHUHHHHHHHHUHHHHHHHUHHHHHHHUHHHI Uu utt EL EL ONES Eh 0006 000 900000000000000000000000000000 BE BEBE TED EI EIS HHHHHHUHHHHUHHHHHHUHHHUHHUHHHHHHLH HHHHHHUHHHHSEPHHHHHUHHHUHHHHHHHHHHHHL 00060 HHUHHHHHHHHHHHHHHHHHHHUHHHHHHHHHLH O S e E ERODED REO SHHHHHHHHHUHHHHHHHHH HHUHHHHHHL 00060 HHHHHHHHHHHHHHHHHHHUHHUHHHHHLH E ET tS 5 4 HHHHUHHUHHHHHHHHHLH UE EEE EE 000 0006 OE e TG Ve a AE 4000 04 00 0 0 0 0 0 0100 048 D n m EAE EEE CGA HHHHUHUHHHHHHUHHHHUHHHHHUHHUHHHHUHHHHHHHL 500000000000000000000 00060 II III 0000006 HHHHHHUHHHHUHHHHUHHUHHHHHUHHHHUHHHHHHUHHL HHHHUHHHUHHHUHHUHHHHHHHUHHHHHHL 0006 HHHHUHUHHHHHUHUHHHHUHUHHHHUHHHHHUHHHHHHUHHHL HHHHHUH
198. UHHHHHHHHHHUHHHHUHHHHHHLH HHHHHHHHHUHHUHUHUHHHHHHHHHHUHHHUHHHHHHHHHHHHHI 0 201 330 000 00 480 59000000 000000000 130 2 390 70 110000 1210 00000000000 00 70 100 180000 770 HHHHHHHH HHHHHHHHHHHHHUHUHHHHHHHHUHHUHHHHHHUHHHHHHLH HHUHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHLH 0 00000 0 180 0 0000000000000 39000 410 000000 420 00 00000 0 0 0 00 0 00 0 000 0 4600 20 00000000000000000 0 47000 5500000000 00060 GI D 00 400 60 1500000 2060 UDO OD DO 70 100 180000 770 E E P BE BEES B D DILE E Gh HE ELLE IIHHHHHHHHHHHIHHHHHHHHHHHHHHHHHHHUHHHHHH 4700 550 0 110 800000000000000000000000000000000 HHHHHHHHHHUHHHUHHHHHHHHHHHUHHUHHHHHHHHHHHH IIHHHHHHHHHHHHHHHHHHHHUH 120 700000 aiHHUHHUHHHUHHHHHHHHLH 5HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 000060 cHHHUHUHHHHHHHHHHHHHL HHHHHHHHHHHHHUHHUHHHHHHHUHUHHHUHUHHHHHUHHHHHLH il D DE SE MEN 000000 3110000 131 3 42000000000000
199. UHHHHHHHHUHHUHHHHHHHHHHHHHHL HHHHHHHHHHHH Y HUHHHHHHHHUHHHHHUHHHHHHLHL E HHHHHHHH HHHHHHHUHHHHHHHUHHHUHHHHHHHHHHHHHHHL LEE Y HHHHHHHHUHHHHHHHHUHHHHHHHHHHHHHHHHHHHHUHHH Y HHHHHHUHHHHUHHHHHHUHHHHL 2 12 Y HHHHHHHHHHHHHHHUHHHHHHHUHHHHHUHHHHHHHHHHHL HHHHHUHHHUHHHHHUHUHHHHHHHHHHHHHUHHHHHHHHHHHUHHL UU 0000 U HHHHHUHHHHHUHHHUHHHHUHHHHHHHHHHHUHHHHHHHHHL HHHHHHHHHHHUHUHHHHUHHHHHHHL HHHHHHHH HHHHHHHH HHHHUHHHUHHHHHHHHHUHHHHHHHHHHHHHHL 00 0 00 0 0000 0 000 0 0 00000 Y HHHHHHHHHUHHHHHHHHHHHHLH od HHHHHHHH HHHHHHHHHHUHHHHHHHHHHUHHHL HHHHHHL HHHHHHHHHHHHHUHHHHHHHHHL HHHHHHHUUHL HHHHUHHHUHHHHHL I feb E 2 13 HHHHHHHHUHHL U 00000 E BEE dil b E Liu Ll HHHHHHHH HHHHHHHHUHHHUHHUHHHHHHHLL HHHHHHHH HHHHHHUHHHHHHHHHHHHHHHL A UO BD UU EE D HHHHHHUHHHUHUHHHUHHUHHHHHHHHHHHHHHHHL HHHHHHHHHHUHHHHUHL Y HHHHHHUHHHHUHHHHUHHHHHUHHHHHHHHUHHHUUHHHHHHHH 0000 HHHHHHHH HHHHHHHUHHHUHHHUHHHUHHUHHHHHL Y HHHHHHHHHHHHHHUHHHHLH HLH U HHHHHHHHHHHHHU
200. UHUHHHHHHHHHL 00000 E add HHHHHHHHHHHHHHHHHHHH 3000005000000 YESI YE I DDE HHHHUHHHUHHHHHUHHHHHHUHUHHHHHHHHUHHHI 100000000000000 HHHHUHHHUHHHHHUUHHHHHHUHHHHHHHHHHHHI HHHUHHHHHHHHHHHUHHHHUHHHUHHHHHHHHHHHI HHHHHHHUHHHHHHUHHHHHHUHHHHHHHHHHHHIL SE E ES 8 EE p E HHHHUHHHUHUHHHHHHUHHHHUHHHUHHHHHHHHUHHHIL HHHHHHHHHHHHHHHUHHUHHHHHHHHHHH 00060 GLHHHHHHHHHHHHHHHHHHHHHHHHHHHH 5 23 HHHHHHHHHUHHHHHH GLHHHHHHHHHHHHHHHHH HHHUHHHHHHHHHHHUHUHHHHHHHHHLH HHHHUHHHUHHHHHUHHHHHHHUHHHHHHHUHHHIL DID HHHHHHHUHHHHHHUHHHHHHUHHHHHHHUHHUHHHIL e ea s e E OO E EE HHHHUHHHUHHHHHHHUHHHHHHUHUHHHHHHHHHHHI HHHHHHL 0 20 0 1 7HHHHHHHHHHHHHHHHHHHHHOHHHH HHHHHHHHHHHHHUHUHHHHHHHHLH HHHHUHHHUHHHHHHUHHHHHHUHHHHHHHHHUHHHI HHHHHHHUHHHHHHUHHHHHHHUHHHHHHHHUHHHI HHHUHUHHHUHHHHHHUHHHHHHHHHHHHHUHUHHHHIL HHHUHHHHHHHHHHHUHH
201. VIII 7 Certification Report the electrical installation IX Nacelle and Spinner Nacelle cover incl fasteners spinner IX 2 Pressure body IX 3 Certification Report for nacelle X Condition Monitoring System X 1 Examination of condition monitoring system X 2 Certification Report for condition monitoring system X Tests Xl 1 Verification of component tests AL2 Prototype test of gearbox Xt 3 Prototype test of blade Al Optional Elements X11 1 Manufacturing inspection for each type of rotor blade on request Xll 2 Shop approval FRP workshops Xll 3 Personal safety according to EN 50308 in connection with survey XIH 4 Site assessment Design Basis Xll 5 Certification of extreme environmental conditions Xll 6 Certification of grid code compliance All 7 Certification of access systems Assessment of power curve measurement from prototype test report by accredited test lab 1 9 Assessment of power quality electrical characteristics from prototype report by accredited test lab XII 10 Assessment of test of turbine behaviour 437 Page 6 XII 11 Assessment of load measurement report from prototype test and comparison with calculated loads report by accredited test lab X11 12 Certification Report Prototype test XII 43 Commissioning witnessing of one of the first units with report Commissioning 438 Page 7 Deliveries Certification Report for the following subjects Loads
202. Y 1 turbulence lightning a LE turbulent t dal amp storm surge depth variation extreme gravity soil mechanics lt scour 2120 jl Bg D B UL OL O DE D 7 COLO DE 7 CE 7OE D DE 7 CE ET IEA Technology Roadmap Wind Energy 2009 UpWind HHHHHHUHHUHHHHHUHUHHHHHHHHHHHHUHHHHHHHHHL HHHHUHHUHHHHHHHHUHHUHHHHHUHHHUHHHHHHHHUHHHHHHHLH HHHHHHHHHHHHHUHHHHHHHHHHUHHUHUHHHHHHHHHHHHL HHHUHHHUHHHHHUHHHHHHUHHHUHHUHUHHHHHHHHHUHHHHLH HHHHHHHHHHHHHHHUHUHHHHHHL 21 Application Table applications AID Condition parameters Table indication Param No State of art analysis technique State of art technique Parameters Table methods Table technique Table parameters MID AID TID Param No PID AID Param No References Problems Parameter technique Sensor applications Table references Table problems Table params_tech Table sensor applications RID MID PRID MID TID PID Sensors Table sensor_types SID Param No Commercial sensors Table commercial sensor CID SID Y 2 121 D UD UO UO U UL UE UE U D LE D EWEA UpWind Design limits and solutions for very large wind turbines March 2011 s 22 3 HUHUHUHUHHH HHHHUHHHHHHHHHHHHHHHHUHHHHHHHHHH 21220000000 HHHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHHHHUHHHHH uU
203. _ IHHHHH ga _ i HHUHHHL OND 9 0 ____00000000 o 110 IA 00060 o HHH 0 HHHHHHHHHHHHHHHUHHHHHHHHHHHHHI 000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHL S a E e a o 000060 o HHHHHH U HHHHHHHHHHUHHHUHUHHHHHHHHHHHI EEE eb HHHHHHHHHHHHHHHHL HHH HHHHHHHHHHHHHHHHHHHHHHHHHHHLH HHUHHHHHHL o HHHHHHHHHHHHHHH d HHHHHHHHHHHHHHHLH HHHHHHHHHHHHHUHUHHHHHHHLH gt I ata DR e O BPB E E HHHHHHHHHHHHHHHUHHHHHHHHHHHH HHHHH HHHHHHHHHHHHHHHHHUHHHUHHHHHHLH HHHHHHHHHHHHHHHHL CAI U 00000000000 HHUHHHHHHHHHHHHHHHHI HHH HHHHHHHHHHHUHUHHHHHHHHHHHHHHHIL O JY ob EEE III E DEED 111 2 2 3 HHHHHHHHHHHL HHHHHUHHHHHUHHHHUHHHHHHHHHHHHHHHHHHHUHHH HHHHHUHHHHUHHHHHHH 1 0 22 14 LL BEBE SEHE BA D BE B UUUUDO E Fe C amp HHHH U_U 0 HHHH C 0 1000000000000000000 HHHH O 0 0 0 0 HHHHHH ___ HHH
204. _jwpa detail html 4 2020 U U U O 10GWL 20300 54GWHHUHHUHHHUHHHHHHHHUHHUHUHHHHHHHHHHHHHHHL 74 HHHHHHHHHHHHHHHHHHHUHHHUHHHHHHHHHHHHHHHHH U S DOE A National Offshore Wind Strategy Creating an Offshore Wind Energy Industry in the United States Feb 201110 Scenarios Critical Reduce Cost Objectives of Energy 54 GW at 7 kWh by 2030 10 GW at 10c kWh by 2020 Reduce Deployment Timeline Initiative OSWInD Strategy 2 1 95 O OSWInD Offshore Wind Innovation and Demonstration HHHHHHHHHHHLH U S DOE A National Offshore Wind Strategy Creating an Offshore Wind Energy Industry in the United States Feb 2011 75 214 00000000000 1 HHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HIHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHI CWIF Caithness Windfarm Infirmation Forum 2012 Summary of Wind Turbine Accident data to 32st December 201 P U 10001 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 21 16HHHHHHHHHHHHL mI uult 0000 HU 200000 ooo 2 1 17 00000000060 00000 0000 pan 0000 100000 000 00000 000000 0000 0000 HOU 0008000 00000 HHHHHH o2 2 MECO E _ E 2011 DU DULL U DULL DU IL HHHHHHHH
205. al system Mechanical system Hydraulic system Control system Marine systems including bilge system Other systems such as turbines lubrication dehumidification cooling systems corrosion protection elc Component testing Maintenance procedures It is generally carried out in three sequential steps The first part covers all aspects of the safety and control concept as well as the load assumptions and load calculations During the second part of the design assessment all components see list above of the system are being examined on the basis of the previously approved loads and the relevant standards and guidelines At the end of the design assessment manuals and procedures for erection commissioning operation and maintenance are checked for suitability completeness and compliance with the assumptions in the design documentation Component testing e g blades gearboxes forms an integral part of the design assessment 4 33 1 1 1 2 14 1 1 1 2 1 3 1 4 1 5 1 6 1 7 11 4 111 2 111 3 111 4 111 5 111 6 111 7 111 8 Page 2 Safety Safety concept Safety system control safety equipment protection sensors hydraulics pneumatics consideration of possible faults Pitch controlled turbine Stall controlled turbine Manuals description of the wind turbine erection manual operating manual maintenance manual documents for commissioning Pitch controlled turbine Stell controlled turbine
206. alysis Project Certification Risk Analysis Project Certification Marine Warranty Survey Risk Analysis Project Certification AIS Ship Traffic Analysis Risk Analysis Project Certification Project Certification BSH first release Project Certification Risk Analysis Project Certification Risk Analysis Project Certification and Project Management Project Certification Project Certification BSH first release Project Certification Conceptual Design Project Certification BSH first release Project Certification Risk Analysis Project Certification Project Certification Risk Analysis Project Certification Risk Analysis Project Certification Risk Analysis Project Certification BSH first release page 1 4 41 Irland UK January 2011 Seawind Borkum Riffgrund Borkum Riffgrund West Riffgat Butendiek Borkum West Il Delta Nordsee DanTysk GEOFReE Innogy Nordsee 1 Kaikas Ventotec Ost 2 Delta Nordsee Testfeld Helgoland Ventotec Ost 1 Arklow Bank Cromer North Hoyle Robin Rigg Scroby Sands Triton Knoll Race Bank Docking Shoal Beatrice Blyth London Array Dudgeon Project Certification BSH first release Design Basis Design Basis Conceptual Design Design Basis Risk Analysis Risk Analysis Risk Analysis Risk Analysis Risk Analysis Risk Analysis Risk Analysis Risk Analysis Risk Analysis AIS Ship Traffic Analysis Risk Analysis AlS Ship Traffic Analysis Risk Anal
207. ance HH 9 memy Assurance Materials and Corsion 0 000000000 MO FACIES na OD __ y yg 00000000000000000000000000009 4 Product Storage Facilities IHHHHHH Types of Export Systems 0000000000 3 Export System Design Considerations 0000000000000 Riser and Pipeline Export HHHHHHHHHHHI 00000000000000000 00000000000000000000000000000 Alongside Transfer 0000 Tandem Transfer 000000 Separate Mooring System 2 did BOLD UU Transfer 12 FABRICATION INSTALLATION AND 000000000000 mao ETT 2 structural Fabrication Sted 0000000 1 3 TmooringSystemrabrication 0000000000 H HH TH HE BID 000 0000000000000000000000000000000 HHHHHHHHHHHHHHHHHHHHHUHHUHHHHHHHHHHHHHHHHHHHHHHL 4 FPS Component Assemtyy ________ FPSO Teman a s trstataion Operators lnmm 7 Tirpetion and Testing BDDC 13 MATERIALS WELDING AND HHHHHHHH HHHHUHHHHHUHHHHHHHHHUHHHHHHHHHHHHUHHUHHUHHHUHHHHHHUHUHHHHHHHHHH CORROSION PROTECTION UUUUUUOUN mm dm um 3 nm 100 5 Elastomeric Materials 00000 MRSKMANAGEMENT HHnnH 2 Terms and Definitions HnIHHn 3 lAppicationstofPs FPsHHHn 4 References n000c HHHHUHHHHHHHUUHUHHHHHHHUHUHHHHHHHHHHUHHHHHHUHHHHHHHHHHHUHHUHHHHHHHLH 101 2 2 8 Rules for the Classification of Fixed Offsh
208. ation body to have published such a variety of own comprehensive guidelines GL RC can certify turbines based on its own Guidelines GL 2003 2004 GL 2005 GL 2010 national requirements or international standards IEC 61 400 2 IEC 61 400 22 n HARRY n hu ii 1 LE MM WW A HM Ii VM SUMI Hi MIN Modules of Type Certification To attain Type Certificate each of the modules shown in the figure below are carried out Design Implementation of the Assessment production and erection design related requirements in Prototype test including prototype test of the gearbox at the wind turbine Quality management system Final Assessment Type Certificate What we can do for you Using the latest commercial and in house tools for simulation and analysis in the fields of load case definitions load assumptions rotor blades machinery and mechanical structures electrical installations towers foundations etc the experts at GL RC tailor our certification services to the project specifics and the requirements of the client whether the latter be a manufacturer or developer Descriptions of each of the aforementioned modules follow Design Assessment DA Assessment of documents specifications calculations drawings descriptions and or parts lists with respect to Control and safety concept Load ca
209. ber e GL Group in relation to any 1069 er damage arising put t er in connection with the uso ol information provided incuding the use el incorrect OF incomplete Phone 49 40 36149 0 49 40 36149 1720 ahnt ma Ai r harta information aee excluded tothe fullest extent permissible by law All presentations of services and products may be subject alteration and aee non biwing Each GL Group mamin Ph tm hamin damn a ar antea nras ntfalinn and products of do slop ihe Design Assessment Keep track of the opportunities through certification Type Certificate Implementation of the design related requirements n production and erection Design Assessment Quality management system Final Assessment Y Type Certificate Project Certificate Type Certificate Assessment of Site specific Examination of Surveillance site design Design foundation during production Conditions Assessment Final Assessment AL Project Certificate w 452 Prototype test including prototype test of the gearbox at the wind turbine Surveillance during transport and erection surveillance during commissioning Assessment o
210. bine Prototype Testing Measurements of power curve noise emission and electrical properties as well as testing of wind turbine behaviour and load measurements carried out by an accredited testing institute Testing of gearbox prototype on wind turbine Check for plausibility of measured results and comparison with assumptions in design documentation 455 The GL Gre es olw warrant ar assu ie any ki ol hab lity for lhe accuracy Enea 18 of Gu iMt the normale an Bed Lie ME apis Sty ee pe upin relatio oss or d ar nagna Aot Eur OF in connection use nr nd Barna utt v ha subie seio hi iL Git ila place eg des eo BEF ves MWT III DN NANA TRO ver iti Hi I INI Bann He Dg A PRA M MN j N RETA THE Hu MM MM Wi i nn UE m ill ji T a n TERT I JI iF u n Jl Sa M JUR lt T la i 7 i a I Wil M IU H MM n PON i LER T fid AAT HMM ERE WM uy Wy il AMA fi TIT AUI M un I AMA MM Y HALA n Was
211. bles PC 28 03 2012 GL Renewables Certification Grid Code Compliance GCC a aa E Procedure GL Te NEE Certification PI rocedure GL T Techn nical wm 065 k ru oan n in xy WO m T t n ET t m s 5 IS TUI E n TT en rz T ES Tl 1 HL GL Renewables 25 03 2012 GL Renewables Certification 419 GCC International Grid Code Comparison Creation oftest plan including success criteria Type Certification GCC Assessment of test results by an independent and accredited certification body DIN EN 45011 Evaluation of final test report and measuring conditions Comparison with limit values extracted from Grid Codes Issue of a Type Certificate for y Grid Code Compliance ETE EON EDEN GL Renewables PC 28 03 2012 GL Renewables Certification Validating Simulation Modells Some grid codes call for validated simulations The sum of hardware details like relais is difficull to simulate Using tests for validation gives additional application for testing Testing can be reduced by simulation GL Renewables 25 03 2012 GL Renewables Certification 420 TE pe CertihcatelGCE Project Certification GCC Assessment Wind Farm Assessment
212. cal engineer shall prepare a recommendation for the foundation design Also an evalua tion of soil properties with respect to piling and the installation of mudmats shall be part of the ground and foundation expertise If the scope of investigations performed does not allow such an evaluation to be made this should be pointed out in a note and additional investigations should be proposed and performed at a later date Finally the ground and foundation expertise shall also assess the risk of encountering obstructions to driving Inthis context not only the results of borings and penetration tests should be taken into account but particularly the results of the geological geophysical study 6 Monitoring in the construction phase The geotechnical elements of the construction work shall be monitored and checked in compliance with applicable regulations and the results shall be recorded and evaluated in final reports to be prepared by the geotechnical engineer acceptance 7 Monitoring in the operation phase If particular elements of the structural stability and serviceability certificates are not based on previously performed computations or testing of component parts or experience in general or in a particular case proof of which can be provided suitable monitoring instruments shall be provided and put into operation observation method according to DIN 1054 The instrument monitoring concept in such cases is part of the structural stability
213. compliance with the design monitoring of the production of foundation structures monitoring of buildup of excess power water pres sure in the load dissipating part of the foundation monitoring of the foundation structure for settlement and sloping Checking of structure behaviour un der operational loads Means should be provided to coun ter act off design behaviour at an early stage Monitoring of sediment dynamics in the area of cable routes inside and outside the wind farm area Type of investigations Survey and evaluation of available data Geological preliminary reconnaissance in the complete wind farm area Geotechnical prelimi nary investigations i e random investigations using direct and indi rect exploration methods coarse grid covering the wind farm area and spot checks of relevant foun dation soil characteristics and properties Survey and evaluation of available data Direct exploration by drill ing at the turbine sites Indirect exploraton by probing and penetra tion testing at the turbine sites Laboratory testing of sed iment samples from the sites Additional direct explo ration at the foundation sites Additional indirect explo ration at the foundation sites Laboratory testing of sed iment samples from the sites If necessary field investi gations such as pile driv ing and loading tests Pile driving log or report production report in the case of site mixed
214. ction Periodic Monitoring Surveillance during transport and erection Surveillance during commissioning Project Certification modules Other related services Risk Analysis Considers possible risks posed by a wind turbine e g interaction with ship traffic and blade throw in high risk environments such as pipelines or chemical plants Ship Collision Analysis Numerical simulations are carried out to show the hull retaining behaviour of the support structure of offshore wind turbines and substations Multiple scenarios with variations in water level and drifting angle of representative ships are examined Marine Warranty Survey Verification of requirements stipulated by the insurer in the warranty clause with respect to marine operations to ensure that all necessary precautions are taken to avoid loss or damage of insured cargo Damage Expertise May be required by owners operators or insurers synergy effects through close co operation with GL specialists in the fields of damage assessment materials testing and failure analysis When it comes to the certification of wind farm projects GL RC stands in a league of its own This brochure was produced with consideration tha environment It is printed on paper that 5 100 recycled and has an FSC accreditation Tha GL Group doas mol n any hi al ably lar the accuracy eampletaness er quallly pl tha PT I Liability claims any mem
215. d GL Ren wabhles Certification 28 03 2012 GL Renewables Certification GL Renewables Certification Thank you very much for your attention Axel Juhnke Head of Group Project Management Project Certification Germanischer Lloyd Industrial Services GmbH Renewables Certification Brooktorkai 18 20457 Hamburg GERMANY Phone 49 0 40 361 49 4608 Fax 49 0 40 361 49 17 20 Email axel juhnke gl group com WWW www gl group com GLRenewables Voy t group conm 423 GL Renewables Certification R amp D at GL Renewables Certification Status March 2012 Research Strategy in GL Renewables Certification To bolster technological lead in areas we are active in wind energy Type certification Project certification Component certification Increase capabililies in marine renewables Tidal turbines Wave energy devices Open capabilities in new renewable technologies Solar GL Reneweltes RED 26 03 2012 GL Renewables Certification 4 24 GL s History in Renewables Certification and Standardisation 1977 First activities in wind energy 1980 Examination GROWIAN small units 1984 Test Fields Pellworm Kaiser Wilhelm Koog 1985 18 GL Guideline for wind turbine certification 1994 TEC Standard for onshore wind turbines IEC 11400 1 1994 European Offshore Study 1995 1 GL Guideline for offshore wind 2001 Start of FINO research project 2005 2
216. de an evaluation of the soil and subsoil properties at the project site with respect to its suitability for the construction of offshore wind turbine foundations both with regard to load carrying properties and to the feasibility of different foundation concepts 5 Soil and foundation expertise 5 1 Contents of soil and foundation expertise The soil and foundation expertise shall at least include geological geotechnical site description main technical data of the structures which are criteria for the foundation the geotechnical site assessment for the particular construction project specification of design profiles determination of the soil characteristics and if necessary of the computation methods or computa tion model e if applicable information about obstructions to driving and suitable methods for piling and mudmat installation e description of possible foundation designs induding their geotechnical evaluation e proposed foundation design including the results of relevant static computations and or settlement computations e if applicable information about earthquake hazards details concerning execution of construction 4 116 Part C Minimum requirements geotechnical investigations 33 5 2 Information provided in the soil and foundation expertise The results compiled in the geotechnical site survey report provide the basis for the soil and foundation expertise to be prepared by the geotechnical eng
217. digital recording cruise speed max 4 kn sonar positioning better than 10 m Sub bottom profiler chirp sonar alternative systems of comparable or better performance e Vibrocorer or CPT down to the planned cable burial depth spacing to be determined on the basis of seismic data Magnetometer or active metal detec tion system e Map horizontal scale 1 5000 vertical Presentation of results scale 1 200 showing all survey results Detection of possible free spanning of cable e Checking of rockfills or comparable cable safety features Measurement of cable burial depth e Monitoring of complete cable routes in the first years e After a sufficient database is available modified monitoring intervals may be applied for within the framework of the periodical inspections Once e n the first years following completion once a year In spring Cable tracking system or suitable other method for cables buried in sediment e Multi beam positioning better than 5m 5 of water depth and accuracy for reduced depths acc to IHO Standards for Hydrographic Surveys S 44 Order 1a Surveys e Side scan sonar if necessary frequency 100 kHz or higher measuring range max 2 x 100m recognition of cubic features gt 1m digital recording cruise speed max 4 kn sonar positioning better than 10m e Map horizontal scale 1 5000 vertical scale 1 200 showing all survey results based on IHO Standards
218. dodo HL 0000 HHHHHUHUHHHHHHHHHHHUHHHHHHHHHHHHHHHL 0000 HHHHHHHHHHHHHHUHUHHHHHUHHHHUHHHHHHHHHL ME PUL E 0000000000 00 HHHHHHHHHHUHHUHHHU 00 000 0 0 00 0000000000 HHHHHHHHHHHHHH HHHHHUHHHHHUHHHHHHHHHHHHHHHHHHHH HHHHHUHHHHUHHUHHHHHHHHHHHHHHHHHHUHHHHHHH I DEM HHHHHHHHHUHHHHHHHHHHHHHHHHHUHUHHHHHUHHHH 000000 00 HHHHHHHHHUHHHUHHHHHHUHHHHHHHHHUHHHHHHHHH HHHHHHHHHHHHHHHHUHHHUHHHHHHHHHHHHHUHHHHHHHL 2 9 CEE E Jg 00 00 0000 I OHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHUHHHHHHL DU OHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHL OU HHHHHHHHHHHUHHHHUHHHUHHHHHHHUHHHHHHHHUHHUHHHH HHHHHHHHUHHHHHL 0000 HHHHUHHHHHHHUHHHHHHHHHHHHHUHHHHHHHHHL Fa i A EEE E ee ODO 0 00 00000 000 0 00000 00090000900 0 00 000 0 0 L UU 00000 0 00 0 0 00 0 00 U 0000 HHHHHUHHHHHUHHHHHHHHHHHHHUHHHHHHHH HHHHHHHHHHHHL A EE EAS E 00000 HHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHLH 0 DU UD U UL 00000
219. e GmbH Life cycle of an offshore wind energy project 6 L0Z UJEN 15501 eyew ABjgu eousyo ans ANL ubiseq 9yioeds eils S9UBU3 UIBIA 8U1ShDUI NAL ans ANL jdeouoo UOIBIIB1SUI pue 5015 607 uoneis 5 uonepunoj euiquni 3deouoo ubisag m eseo peo7 suonipuoo SUOIIIDUOO pulAA m m 2 Dunnsuoo queuissessy yoeoiddy 9oIAJSS 4 4 68 OL 2 02 yaeyy UISSO ayey ABJau JOUSJO ONS ANL ubisag 216 M ubisag 14954095 NACIO 9911199 eujsnpu NU aag GAS ANL JSH m 1d9OUOO UOI1BIIB1SUI pue sonsiDo m quaudinba 1 pue Seu Joy m s qe m UOI B S JeuloJsueJ m uonepunoi pajiejag m suiqin peo m DUIDnIOUI SSoIAJSS 55 55 yoeoiddy 4 69 LL ZLOZ YWEN 5507 ABJau eousyO ONS ANL 951 95 saUsnpul GAS ANL JS
220. e n World Geodetic System 4 123 39 4 124 U U uU t E PERAL Pue ESA PENE LE DOMO BEP E l iii 00000000000 IN AA a 0 0 u H HHHHHHHHHHHHHUHUHHHHHHHHL 000000 000 HHHHHHHHHHHHHHL u H BE BEIDE IRI ER HHHHHHL OD LH Dt NEE UJU HHHHHHHHUHHHHHHHHHHHH E E E EL ES E 040 082 00 EEE 5 1 2200 00000000000000000000000 10 HHHHHHHHHHL Oo 0000 240 20 150000 14 001 16 00 H oo 00 00000 ooj 1000000 000000000000000 dd 0000 0000000 000000000 000 oo 88 000000000000008 88 48 nonnnnnnnnnccun HHHHHHUHHHHHL jd 00000000000 0000 HHUHHHHHHHHHHHHHHHI 000 1 0 000000 000 120 000000000000000000 1310000000000 00 1444000000 58000 000000000060 HUU 160 0000000000000 00 00000000000 5 2 HHHHHHHHHHHHHHUHHHHHHHHL HHHUHHL 0000006 HHUHHHHHHHHHHHHL EIERN EHE B 00060 HHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHH UU 00060 DNVO BO BO DO DO BO DO OD BBD 0000000000000 HHHHHHHHHHHHUHHHHHHHHDNVIHHHHHHHHHHH HHHHHHHHHHHHHUHUHHHHHHHLH Flama E ET SERE UI EL HHHHUHHHUHHHHHHUU
221. e penetration test made at each corner of the wind farm area and in its centre but at least at 10 of all turbine sites unless different points appear more suitable for testing on the basis of the results of geophysical reconnaissance or in view of the special geometry of the wind farm area One Doring and one cone penetration test shall be made at each turbine site in order to be able to cali brate the results of cone penetration testing with respect to soil types and strengths on the basis of the drilling and laboratory test results Cone penetration testing should be carried out first f possible The exploration depth of borings and cone penetration tests shall be sufficient to allow possible founda tion types to be assessed within the framework of preliminary design planning Therefore the exploration depth has to be determined by the geotechnical engineer in co ordination with the design engineer If the planned cone penetration sampling depth cannot be reached for technical reasons the geotechni cal engineer shall decide in the individual case whether investigation or evaluation methods should be changed or whether predrilling should be carried out in order to be ableto continue cone penetration testing 4111 28 Part Minimum requirements geotechnical investigations 2 3 2 Main geotechnical investigations In the course of main geotechnical investigations step 5 Table 1 Section A at least one ground exploration ha
222. e train transmission gearbox shaft including bearings specifications and hydraulic systems Assembly drawings and description including main technical data of the components dimensions material weight Assembly drawings and description of the power transmission system as well as seals are to be provided Description of the control system and the power measurement system is to be provided Check of the transport and installation procedure Procedures for launching lifting drilling and accompanying assumptions shall be provided Plausibility check of the maintenance procedure Description and accompanying assumptions shall be provided Prototype fabrication surveillance The prototype fabrication surveillance focuses on the safety relevant parts of the structure a C d Design audit Review of latest shop drawings and comparison with GL approved design C Design Assessment Inspection of fabrication of major load carrying parts materials corrosion protection Support structure Critical welds NDT Load carrying mechanical parts Inspection of cast parts Foundation Inspection of concrete reinforcement Pre stressed elements Assembly of major components O O O 0 Witnessing of blade manufacture Inspection of electrical components Prototype installation surveillance Transport and Installation Inspection TII focuses on the structural integrity of the ocean current turbine a Review of TII doc
223. ed 3 Design basis assessment Load assumptions as well as support structure or mooring design are strongly dependent on the environmental and system parameters assumed and specified Design is heavily influenced by material selection and structural analysis principles All these are generally compiled in the Design Basis document Review and check of this document will be performed with respect to guidelines and standards to be applied Successful assessment demonstrates the establishment of a solid base for further development and design 4 Design assessment En route to serial production a thorough evaluation of the energy converter is performed Within the design assessment a complete examination of the design analyses with all required material and component tests are assessed Further commissioning witnessing of one of the first devices of the type is performed Following completion GL will issue a Statement of Compliance for the A or B Design Assessment The B Design Assessment may be issued with items that are outstanding if these are not directly safety relevant Furthermore it has a validity period of one year only This period can be used to fulfil the missing requirements for the A Design Assessment which will not be issued as long as outstanding items are present The assessment of the design comprises the elements of evaluation on the basis of the respective standards to be applied in the assessments as defined in the design basis
224. either continuous from seabed ballast block wheel drive or discontinous from the borehole bottom Depending on the type of power transmission a distinction is made between top drive and wheel drive methods DIN 4094 1 contains regulations for the performance of cone penetration tests and their evaluation In the borehole dynamic penetration test BDP formerly called standard penetration test SPT a sampler is driven into a borehole Performed according to ASTM D 1586 99 the test is used to obtain samples from cohesive and cohesionless soils by driving a sampler intothe means of a hydraulic ram and measuring the number Of blows required In to DIN 4094 2 the sampler head is replaced by a conical tip and soil samples cannot be taken 2 2 3 Soil sampling The geotechnical engineer determines the frequency of sampling in dependence on the foundation soil strata according to DIN 4020 possibly based on e g Fugro McClelland Ltd 1993 McClelland and Rerfel 1986 API RP 2a WSD Offshore Standard DNV OS J101 Classification Notes No 30 4 of DNV When drilling in cohesive soils a suitable method shall be chosen which ensures that soil samples of at least GK2 quality are obtained according to DIN EN ISO 22475 1 The samples must be undisturbed at least in their composition water content density and permeability If this cannot be achieved using avail able GK 2 drilling methods there is a possibility of taking special
225. enewables Certification 4 13 Certification of Wind Turbines GL Guidelines available Ocean Energy Converters GL Renewables Cerifiication 28 03 2012 P GL Renewables Certification Comparison of Guidelines Table 1 Comparison of provisions In various guidelines OTE er to papas ada properad lor Predera DOUJ Technology Conference Paid Campansan gl M Dr lea Tun Car Taman BA 30 FEF A Wera GL Renewables Cerif icatian 25 03 2012 GL Renewables Certification 414 10 Principal Certification Steps Statement of Feasibility Feasibility plausibility Principal safety of the prototype Design Basis Design Assessment Inspection Complete design assessment Prototype test results QM amp Manufacture quality Evaluation of the power plant for a dedicated installation site including review of site assessment and DB Prototype Certification GL Renewables Certification 25 03 2012 GL Renewables Certification Certification Components Plausibility of the design Examination of drawings assumptions and analysis Mee Examination of components Design Assessment and Certification design and tests of Major components Test of the device Comparison of test results with assumptions
226. epending on a system 5 boundary conditions All soil layers contributing essentially to load transference have to be taken into account The number of tests to be performed and the boundary conditions shall be determined by the geotechnical engineer in close co ordination with the design engineer taking into account the planned foundation design An additional expert with ample experience in this field who has the required laboratory equipment may be involved if this is considered necessary 4113 30 Part Minimum requirements geotechnical investigations Type of test Standard Quality class GK of sample Soil mechanical parameter DIN EN ISO 22475 1 Classification and status description Grainsize DIN 18123 Minimum 4 Degree of nonuniformity distribution coefficient of gradation Water content DIN 18121 1 MinimumGK 3 Water content of soil DIN 18121 2 Water DIN 18130 1 MinimumGK 2 GK 4 Coefficient of permeability permeability if Sample has been adjusted to the required density using Proctor compacting equipment Density DIN 18125 1 Minimum GK 4 Density buoyant density for the determination of porosity minimum GK 2 Consistency DIN 18122 1 MinimumGK 4 Liquid limit plastic limit limits DIN 18122 22 shrinkage limit plasticity index consistency index Deformation behaviour Compression test DIN 18135 Stiffness modulus prestress oedometer test draft standard Ing of soil coeff
227. erations IHHHHHHHHHH Considerations for Particular Types of Structures ite lt O Jona 0 Resse o fotianle tos 0 000000000000 0000000000000 00000000000000000000 5 Concrete Structures 100000000 IHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH Gn 96 N General Design Criteria 00000060 Construction Foundations 0 _____ s Foundation Design Requirements 000000 _ 00000000000000000000000000000000000000000000000000 Piero Marine Operations Gn Documentation Analysis nD Fitness to Tow Certificate 4 Eensionof UseandReuse 0000 0 General Ja2 10000000000000 0 2 Rese BOD lcenera Iooooooooooooooooooooooooooooooooooooooooooooo UJ N T 97 2 2 7 Recommended Practice for Planning Designing and Constructing Floating Production Systems Designing and Constructing Floating Production Systems Floating Production Systens API RECOMMENDED PRACTICE 2FPS FIRST EDITION MARCH 2001 SECOND EDITION OCTOBER 2011 ABREMATIONS 1 ES 2 Applicable Codes and Standards 2 000000000 J 000000 0 000000 00 00000000000000000000000000000 4 Floating Production System Configuration
228. f loads and safety concept K Certification Report Load assumptions T n Y T Rotor blade tests Prototype test of the gearbox at the test bench Prototype test of the generator at the test bench Prototype tests electrical components Witnessing of the commissioning Assessment of the design documentation and the manuals Certification Reports Safety system and manuals Rotor blades Machinery components Tower and foundation Electrical installations and lightning protection Nacelle and spinner Commissioning witnessing For items still outstanding B Design Assessment No items outstanding A Design Assessment Germanischer Lloyd Industrial Services GmbH Renewables Certification Brooktorkai 18 20457 Hamburg Germany Phone 49 40 36149 0 Fax 49 40 36148 1720 glrenewables iql qroup com www gl group com GLRenewables 453 not Sarre diy nat IEP A RARE Vea al i i z mi y INEA TT W MM 1 VI M M WWW M Wi wave TA W m WW MNT 0 N Wn A ny M Wn MT 0 MM LL Tn Inr THAT MAYOR j 1 M W YA LL WI AN WIN A WU IH n T Ml M Tin Ti IN if IIl In I 1 Ni m Wi TM 1 n A ge M m ran
229. f principle it shall be ensured that the Sampling tools are in perfect operating condition avoiding in particular use of blunt or deformed cutting edges Experience has shown that hammer samples generally are more significantly disturbed than push samples Special equipment is available for taking samples from the seabed and borehole bottom seafloor jack seabed frame packer which provide sufficient stability and reactivity to obtain high qual ity samples BALTHES and WEIHRAUCH 2004 It has been found that thin wall tube samplers wall thickness 2 mm are the most suitable tool for taking soil samples both from normally consolidated cohesive and cohesionless soils Conventional Shelby tubes or thin wall samplers e g WIP sampler piston sampler are preferably used for this purpose Samples taken with this method are push samples Overconsolidated cohesive soils or compact and or cemented cohesionless soils can be sampled using Special thick walled samplers wall thickness 4 5 mm and optionally a core catcher either push or ham mer samples can be taken with this method The geotechnical engineer shall decide on whether the samples are packaged immediately for labora tory analysis or whether preliminary material testing is to be carried out on board 2 2 Investigation steps 2 3 1 Preliminary geotechnical investigations Inthe course of preliminary investigations step 3 Table 1 Section A one borehole shall be drilled and one con
230. features and fire I n 0 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH reveses gt sweyfekuesawdfrepeteien 00000000 2 HHHHHHHHHHHHHHHHHHHHHH ea 104 0000000000 0 2 2 9 229 HHHHHHHHHH EC 61400 3 61400 3 Design Requi renents for fshore Wnd Turbi ns IHHH _ Gudeline for the Certification of eeeewaweee 8 Design of fshore Turbine Det Norske A Det LO Reconmendationfor Techni cal Approval of The Dani sh Ener gy assi fi cation and Certification of Bureau owing arre _ Rules for the assi si cati on of Cff shore Burea Veritas Units BV Rul es f or Bui di ng and assi ng Cf f shore ABS eee PP Planning Designing and Constructi ng Aneri can Fl oati ng Producti on Syst ens Pet rol eum nsti tut e API EIS Rules for the Classification of Fi xed Korean Offshore Structures Regi st er Gui for offshore floating w nd Nor ske structyres Veri tas EC 61400 3 O An Guide to an Offshore Wind Farm 0000000 HHHHHHHHHHHHHHHHHHHH 2 2 10 11 HHHHHHHHHHHHHHL 105 22 10 61400 Pri ci Dal HHH
231. fication GL Renewables Ceriillcation 28 03 2012 GL Renewables Certification Definition of Certification Certification ts to confirm the compliance of a design or a product or a service with defined requirements DIN EN ISO IEC 17000 GL RC is accredited to certify according to all common standards in the wind industry GL DNV IEC GL Renewatees Certfiicatran PC 2103212 GL Renewables Certification 412 GL Renewables Certification Accreditation Accreditation according to DIN EN 45011 1998 as Certification Body for Wind Turbines and their Components incl e g Fire Protection ee and Condition Monitoring Systems Wind Farm Projects Small Wind Turbines Ocean Current Turbines and related Technologies Accreditation DAkkS wi Deutuche D2641653 03 00 By DARKS according DIN EN 45011 1 CASO Guide ES accredited Certification Body ler products Tha tation i vabi for the Pelda el carilication kiied 4 tha GL Renewables CartifBication PC 25 03 2012 GL Renewables Certification Evaluation Accreditation Certification LAF ILAC nemana Accredtabon Forum former Deutsches Int rnabonal Laboratory Cooperation Pr fwesen DAP Deutsche Akkreditierung stelle GmbH re s a leading to worldwide acceptance GL Renewables Certification PG 25032012 GL R
232. gy Department TUV SUD Industrie S TUV SUD Industrie Service GmbH 460 Z 1 ZLOZ Bau puIM 9JOUSJO ans ANL AU HQWE 8911195 ONS ANL Aeuuns 0 yoeoiddy somes peseg joololg 4 e je SSoIAJSS ADJSu pulM ANS ANL 9919 oo 461 cLOZ DIBEN UISSO BleW ABJau pui ans ANL jssedabue 0L0Z 2002 XA s ol dui3 SJee Or 10 JoyJew y ui njsseoong AuBUUJS ya unyy Jeuenbpesy 299 0L0Z SNUSASY ot 009 JeAo 000 9L 0L0Z JSDIAOJd NAL asias ANS ANL ssedabue 0L0c 8002 es omg 462 t ZLOZ YWEN UISSOT ANEW Pu eousyo ans ANL AaL HAWS adidas aujsnpu INS uonesi iqejs pue ooueBi ip 19MOg a UNEP 32efoJg BUIGIN SPUIM o 5 SISAJEUE 321419S U er j au q n s Ben iani suonsadsu eina
233. has to decide whether additional investigations or different methods are required which arethen applied according to his her instructions This is particularly likely in case of inhomogeneous or otherwise unfavourable soil condi tions The geotechnical engineer may commission adequately qualified personnel to assist him her in monitor ing the field investigations 4 109 26 Part Minimum requirements geotechnical investigations 2 2 Exploration methods Direct and indirect exploration methods will be distinguished in the following 2 2 1 Drilling DIN EN ISO 22475 1 lists suitable onshore drilling methods which can also be used offshore if jack up ngs are used as working platform The maximum working depth of currently available jack up rigs is 30 to 35 metres Besides water depth also the penetration depth of jack up legs distance from the coast and significant wave height shall be taken Into account Drillships are available for operation in deeper water The usual drilling methods using drillships are de scribed e g in McCLELLAND and REIFEL 1986 2 2 2 Probing and penetration testing Cone penetration tests CPT measure the cone tip resistance and and local sleeve friction Special tests CP Tu additionally measure pore water pressure A survey of other available cone penetration tests e g vane shear pressuremeter seismic temperature probes is provided by Balthes et al 2005 CPT testing 15
234. he general suitability of an area which allows a detailed geological interpretation of a planned wind farm area on the basis of a sufficient number of survey transects Conditions at all planned locations of offshore wind farm components shall be investi gated in order to identify unfavourable local soil conditions and if necessary change or optimise individual locations 2 Monitoring following the erection of installations in order to detect any scouring and check whether the burial depth of power cables meets the requirements F or this particular purpose geophysical methods e g high performance state of the art sonar should be used for an adequate assess ment of the local impact which the installations have on the seabed The results shall be compiled In an inspection report which has to be submitted to the approval authority at specified intervals cf Tables 3 4 and 7 2 Quality assurance e Persons in charge of these tasks must be adequately qualified and able to prove that they have suf ficient experience Their names shall be listed in the geological report The data and the r evaluation must be correct and verifiable e Measurement records shall be kept induding inter alia ambient conditions during the measure ments e g wind and wave conditions stratification of the water body algal blooms name of ship measuring instruments configuration of measurements and names of persons in charge e The accuracy of position
235. heresilientearth com i 0000 Hywind HHHHHHHHHHHHHHHUHHHHUHHHHUHHHUHIRtatolHHHHL HHHUHUHHHHHUHHHHHHHHHUHHHHHHUH Stavanger 10km 200nUUUUUUUUUUU m 2 1 34 Hywind http www statoil com 30 Turbine si Turbine w ze 2 3MW eight 138tons Turbine height 65m Rotor diameter 82 4m Draft hull Kalsto 100m Displacement 5300m Diameter Diam sub at water line merged body 8 3m Water depths 200m Three lines Hywind Cable 10 km 2 1 35 Hywind HHHHHUHHHHHHHHHHHHL http www statoil com SWAY ILPHHHHHHHUHHHHHUHUHHUHUU SWAYHHHHHHHHHHHHL HHHHHHHHHHHHHHUHUHHHHHHHHHUHHHHHLH Spreader beams for attaching the tension cable 2 1 36 SWAY U UU U U LI http www dailytech com De WindFloat Principle Power HHHHHHHHHHHHHHHHHHHHHHHHHHL 0000 5002 0 UUUUU 10MWHHHHHHHHHHHH2OIIHHHHHH Vestas ES A 3 a 1 2 1 37 WindFloat EU LU UO DO D OO HE UO OU UL UE OE CE EE CE C http www portosdeportugal pt Blue H Blue H Technologies O O O 20080 0 HHHHHH2008HHHHHHHHHUHHHHH 2150 00 130 0 00000 HHHHUHHHUHHHHHHHHHHHHHHHHHHHHHHHHHH 020090000000
236. icients of consolidation secondary compression water perme ability Undrained triaxial DIN 18137 2 GK 1 Shear stress strain curves tests but also treated samples volume change and axial deformation Shear strength Laboratory Laboratory possible but also Undrained shear strength c vane test tests not disturbed samples are suitable standardised Direct shear test DIN 18137 3 GK 1 Effective friction angle y but also treated samples effective cohesion c Undrained triaxial DIN 18137 2 1 Shear parameters depending tests but also treated samples on type of test UU test C op CU test CCV test Table 9 Laboratory tests to evaluate cohesive soils 4114 Part C Minimum requirements geotechnical investigations 31 Based on results of the laboratory tests prognosis is derived on potential changes in the deforma tion behaviour and shear strength of soil as a result of cyclic loading taking into account the foundation type chosen In this connection also the liquefaction potential of in situ soils may haveto be analysed using suitable methods and taking into account the type of structure and load conditions if this is considered neces sary by the geotechnical engineer in co ordination with the design engineer A reliable and standardised concept for a determination of the liquefaction potential is not yet available currently 4 Geotechnical site survey repo
237. ificate Monitoring Figure 3 Modules of project certification 9 Component Certification The procedures set up for the type certification may be applied to individual components and subassemblies of the energy converter built in series These items may be e g machinery electrical components which may be used in different ocean energy converter types In this case a set of external and load conditions is defined by the manufacturer Component certification js performed based on these defined conditions and the applicable guidelines and standards In a subsequent type certification it is assessed if the conditions and standards defined for the component fulfil the requirements for the energy device under consideration Benefits GL s expertise and experience in wind energy oil and gas as well as maritime industry are invaluable not only to designers and manufacturers but also to investors and insurers These key players in the up and coming ocean energy market are particularly interested in assessment expertise and certification services that evaluate the engineering integrity and safety of ocean energy converters Kimon Argyriadis Germanischer Lloyd Industrial Services GmbH Renewables Certification Department Load Assumptions Brooktorkai 18 20457 Hamburg Germany Tel 49 40 36149 138 Fax 49 40 36149 1720 ocean co http www gl aroup com glwind 449 nn u zu Ini WIR MUN
238. in the area of the structures shall be checked for scouring and the cable routes for compliance with the minimum burial depth requirements or any free spanning Besides the condition of precautionary measures such as scour protection and rockfills shall be moni tored The monitoring measures have to be carried out in conformity with the requirements for periodical in spections specified in the standard Design of Offshore Wind Turbines In the first two years following installation of the offshore structures monitoring normally has to be per formed once a year in spring immediately after the stormy season The results shall be compiled in a monitoring report submitted to the approval authority by the end of the calendar year within the frame work of the periodical inspections 5 Technical instructions In Tables 3 to 7 3 4 5 6 7 below the targets scope time schedule methods and presentation of results with all required technical details are specified for each individual method providing a synoptic view of the requirements to be met by the geophysical investigations during preliminary reconnaissance and monitoring 4 103 Part Minimum requirements geological reconnaissance e Survey of bathymetric conditions e Recording of local depth changes qe jets E MM e Each turbine site to be covered at least Along offshore wind farm components once longitudinal lines on both sides e At least 200 m to ei
239. ineer The soil and foundation expertise shall contain a synoptic description of the geological structure the properties of on site soil strata identified and of the physical soil characteristics and an evaluation of the ground under static engineering aspects as well as civil engineering aspects An indispensable part of the expertise is information about grain size distribution the compactness of cohesionless soils con dition of cohesive soils and evaluation of the shear parameters and coefficients of stiffness in the geo technical site survey report with regard to the requirements to be met A soil profile has to be prepared for each location The ground and foundation expertise specifies the characteristic soil parameters that are relevant to the static analysis at least the densities stiffness moduli and shear pararmeters If required the geotechni cal engineer may first discuss and agree these values with the developer the design engineer the re sponsible construction supervising authority or review body possibly also with the construction company taking into account tasks and requirements The ground and foundation expertise shall include a classification of soils by soil groups according to DIN 18196 and soil classes according to DIN 18311 In earthquake prone areas the geotechnical engineer shall also determine the applicable strong motion data possibly in co operation with an expert in this specialty field The geotechni
240. ing to the operation release of BSH leading to the 2rd Basic Design and 3 Detailed Design release of BSH BSH Bundesamt f r Seeschifffahrt und Hydrographie Federal Maritime and Hy drographic Agency Hamburg www de GL Renewables Ceri Tical on 23 03 2912 GL Renewables Certification 417 13 Deliveries Project Certificate Statements of Compliance for Sile Assessment Jaderae aeu e eii Dm 94 haa et ete __ _ gm Site Specific Design Assessment Manufacturing Surveillance Surveillance of Transport Installation and Commissioning GL Renewables 28 03 2012 GL Renewables Certification Ger ees po tee ah at td rra anm ee gt Pica lo Bp i tell a wi a ey ewm acd u Summary the procedure of project certification Statement of Compliance GL Renewables Certf amp cabon 2503 2012 GL Renewabies Certification 418 International Grid Code Comparison IGCC Connection conditions for wind turbines defined in Grid Codes Number of Grid Codes is still rising Unscheduled release of updates and draft Grid Codes Unmanageable level for all parties involved Apos List of Grid Codes avallable at GL Renewa
241. ions for tidal and wave energy devices on the basis of its own Guidelines for the AA QS Certification of Ocean Energy Converters and international standards Additional reference 15 also made to GL s Rules and Guidelines for Offshore Structures and Offshore Wind Turbines In case of novel structures where no guidelines or standards may be applicable or for increased flexibility a risk based design may be performed Design Assessment The assessment activities involve examining environmental and load Type Certificate assumptions mechanical structural design and safety fealures by means of parallel computation assessment and evaluation in the context of the Guideline as well as inspecting the manufacturing Project process and assessing the prototype or the whole project A successful converter assessment may be documented in different levels of assessment In view of the variability of the designs GL always provides a customised evaluation certification procedure Figure 1 Principal elements of certification 4 45 2 Feasibility evaluation Since ocean energy converters are novel devices a concept study can be performed and reported in early stages of the design This optional assessment precedes any certification work and is used to improve confidence in the project During this assessment conceptual design of the power production concept of safety relevant systems and the structure is assess
242. ite Investigation and Foundation Practices FML Report No 92 2549 1 03 In Health and Safety Executive Offshore Technology Report 93024 Sheffield McCLEuLANp and M D 1986 Planning and Design of Fixed Offshore Platforms Van Nostrand Reinhold Company Inc New York Wiemann J LEsNY K und W RicHwiEN 2002 Gr ndung von Offshore Windenergieanlagen Gr n dungskonzepte und geotechnische Grundlagen Mitteilungen aus dem Fachgebiet Grundbau und Bodenmechanik 29 Herausgeber Prof Dr Ing W Richwien Essen Gl ckauf 419 4 120 Annex 2 API 2A WSD ASTM D1586 99 Classification Notes No 30 4 DIN 1054 2005 01 DIN 4020 2003 09 DIN 4023 2006 02 DIN 4094 1 2002 06 DIN 4094 2 2003 05 DIN 4094 5 2001 06 DIN 18121 1 1998 04 DIN 18121 2 2001 08 DIN 18122 1 1997 07 DIN 18122 2 2000 09 DIN 18123 1996 11 DIN 18125 1 1997 08 DIN 18126 1996 11 DIN 18129 1996 11 DIN 18130 1 1998 05 DIN 18135 1999 06 Narm E ntwurf DIN 18137 2 1990 12 DIN 18137 3 2002 09 DIN 18196 2006 06 DIN 18311 2006 10 DIN EN ISO 14688 1 2003 01 DIN EN ISO 14689 1 2004 04 Annex 2 Standards guidelines and codes of practice Recommended Practice for Planning Designing and Constructing Fixed Offshore Platforms Working Stress Design 21st Edition Ame rican Petroleum Institute 01 2000 Standard Test Method for Penetration Test and S plit Barre
243. l Sampling of Soils Foundations Det Norske Versitas F ebruary 1992 Baugrund Sicherheitsnachweise im Erd und Grundbau Geotechnische Untersuchungen f r bautechnische Zwecke Geotechnische Erkundung und Untersuchung Zeichnerische Dar stellung der Ergebnisse von Bohrungen und sonstigen direkten Aufschl ssen Baugrund Felduntersuchungen Teil 1 Drucksondierungen Baugrund Felduntersuchungen Teil 2 Bohrlochrammsondierung Baugrund Felduntersuchungen Teil 5 Bohrlochaufweitungsver suche Untersuchung von Bodenproben Wassergehalt Teil 1 Bestimmung durch Ofentrocknung Baugrund Untersuchungen von Bodenproben Wassergehalt Teil 2 Bestimmung durch Schnellverfahren Baugrund Untersuchung von Bodenproben Zustandsgrenzen Konsi stenzgrenzen Teil 1 Bestimmung der FlieB und Ausrollgrenze Baugrund Untersuchung von Bodenproben Zustandsgrenzen Konsi stenzgrenzen Teil 2 Bestimmung der Schrumpfgrenze Baugrund Untersuchung von Bodenproben Bestimmung der Korn gr enverteilung Baugrund Untersuchung von Bodenproben Bestimmung der Dichte des Bodens Teil 1 Laborversuche Baugrund Untersuchung von Bodenproben Bestimmung der Dichte nichtbindiger B den bei lockerster und dichtester Lagerung Baugrund Untersuchung von Bodenproben Kalkgehaltsbestimmung Baugrund Untersuchung von Bodenproben Bestimmung des Wasser durchl ssigkeitsbeiwerts Teil 1 Laborversuche Baugrund Untersuchung v
244. l depth seabed hardness or trenchability is of particular interest The state of the art cable bury ing method is ploughing or water jet trenching if ploughing or trenching is not feasi ble the cables must be covered e g by rockfills Therefore in the mon tor ng phase the p pel ne s depth and condition of cover has to be checked using suitable methods Technical details of the requirements are listed in Table 7 4105 22 Part Minimum requirements geological reconnaissance e Bathymetric and morphological Inves tigation of the planned cable route Targets Mapping of wrecks other obstructions and ammunition e Investigation of sediment composition geological stratification and geotech nical properties of the upper sediment layer e Exact mapping of existing cables and pipelines Determination of cable route and length Complete coverage of 200 m wide corridor of planned cable route using Scope side scan sonar and multi beam echo sounder e Investigation of the planned cable route using geological geophysical and geotechnical methods Time schedule Methods e Multi beam positioning better than 5m 5 of water depth and accuracy for reduced depths acc to IHO Stand ards for Hydrographic Surveys S 44 Order 1a Surveys e Side scan sonar frequency 100 kHz or higher measuring range max 2 x 100 m recognition of cubic features gt 1
245. lf of the applicant or developer may submit an application to the approval authority in the course of any project phase requesting an exemption from the requirements and indicating the reasons for such exemption if it has become apparent that parts of the reconnais sance programme are inadequate or dispensable or cannot be implemented as planned or only with disproportionate effort and expense due to to site specific or other plausible reasons A pertinent draft may be presented in the course of the periodically scheduled project meetings with the BSH at which the geotechnical engineer and the certifier registered inspector shall be present The approval authority reserves the right to approve or if necessary modify the reconnaissance programme de scribed in the application either in general or in the individual case 4 98 Part Introduction 15 7 Updates The present Standard represents state of the art knowledge in soil surveying for the construction of off shore wind farms It is a dynamic publication New knowledge and findings anticipated in the near future Will be taken into account and included in updates to the Standard as required 4 99 4 100 Part Minimum requirements geological reconnaissance 17 PartB Minimum requirements for geological reconnaissance 1 General Geological reconnaissance is a prerequisite for the Identification of soil types sediment types tion of their prope
246. m 1 61400 1000000000000000000000000000000000000000000 Br p T EI BP E DI I DI ID LEID EEE U HDD Foundation design Wood 1501990011 CE D DE DIT DU DD ED EDEN DD ED Assessment of the external Conditions at offshore ut turbine site 21 Genera D 0 10000000000000000000000000000000000000000000000000000000 HHHHHHHHHHUHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHWSHHHHHHH2HHHHHHHHHHHH E E HE E DEN 0 00000000000000000000000000000000 000000000000 500 00 0 100000000800 2 3 Assessment of wind condition U HIHHHHHHHSHHHHHHHHHHH HHHHHHHWH 0 AAN D tji INN NAO Pi 2 4 Assessment of waves Jl E TEE Pm E b ET p E ES EDEN i bio EET EE ET TE S E AER E 2 5 Assessment of currents EL E FL RP LER eb RE Da TR PR ETE ET EE EP E 26 Assessment of water Annnnon
247. n Degree of nonuniformity de EU DIN 18123 Minimum GK 4 coefficient of gradation DIN 18196 1988 DIN 18126 Minimum GK 2 Loosest and densest state Minimum GK 4 Density DIN 18125 1 for the determination of Density buoyant density porosity minimum GK 2 Calcium content DIN 18129 Minimum GK 4 5 Calcium content Deformation behaviour Stiffness modulus coefficient of consolidation coefficient of secondary compression derived coefficient of water permeability Drained and Shear stress strain curves undrained triaxial DIN 18137 2 GK 1 but alsotreated samples volume change and axial tests deformation Shear strength Direct sheartest DIN 18137 3 1 but also treated samples 2029 Drained and Friction angle undrained triaxial DIN 18137 2 GK 1 but also treated samples 0 tests u Table8 Suitable laboratory tests for the evaluation of cohesionless soils Compression test oedometer test with initial in situ density DIN 18135 GK 4 but mounted sample Therefore cyclic loading shall be adequately taken into account in the foundation design see DIN 1054 Cyclic loading tests and their evaluation as part of foundation design are not yet state ofthe art and standards do not yet exist To examine the influence of cyclic tension changes In the soil cyclic triaxial tests cyclic direct shear tests cyclic compression tests are suitable in principle d
248. nd of soil properties and other conditions on the other hand Their scope shall be such that all soil properties that are relevant to planning are determined well before installation of the structures The investigation methods used comprise geophysical methods and e geotechnical methods Geophysical methods are indirect methods sonar seismics echosounding etc Geotechnical methods comprise field and laboratory tests The field investigations include direct exploration mainly to obtain soil samples drilling indirect exploration methods probing and penetration testing and field investiga tions such as vane tests borehole pressiometer tests and pile driving tests or pile test loading The soil characteristics are generally determined in laboratory tests exceptionally in field investigations or derived from field investigations The type and scope of investigations to be carried out in the indi vidual project phases is shown in Table 2 The concept presented in this standard defines the minimum scope of investigations that is normally required Specifications are provided in parts B and C 4 Geotechnical engineer For planning and implementation of the geotechnical survey and for foundation planning and design e adequately qualified geotechnical engineer e who s able to document his her experience in construction work of comparable difficulty has to be commissioned at an early stage The geotechnical engineer 15
249. ndfarmInstallation 2162 HHHHHHUHHHHHUHHHHHHH http www ampelmann nl 2163 http www ampelmann nl http www wind energy the facts org 50 HHHHUHHHHHHHHHHUHHUHHHHHHHHHHHHHHHUHHHLH HHHHHHHHHHHHHHHHHHUHHH6HHHHHHHHHHHHHHHHL 00060 2164 HHHHHHHHHHHHHIH http www dongener gy com 2165 http www ampelmann nl DOWNVinDHHHUHHHHHHHHHHHHHUHUHUHUHHHHHHHHHHHHHH HHUHHHHHHHHHHHHHUHHUHHHHHHHHHHHHLH 5 2166 http www seaenergy plc com 2 HHHHHHHHHHHUHHHUHUHHHHHHHHHHHHUHHHHHHHHHHL HHHHHHHHHHHHHHHUHHHHHL 23HHHHHHHHHHHHH 2 1 80 2 1 67 SU HHHHHHHHHHHHHUHHHHHHHHHHUHHUHHHHHHHHHHHHHL 0218 HHHHHHHHHHHHL 00060 HHHHUHHHL UUUUU uuu uuu uuu 10 000kW 1 200kW 14 000kW HUUH 2 000kW x 5 600kW x 2 2 000kW x 7 um 20040 10 20040 40 20100 60 52 2 1 67 http ja wikipedia org 2 1 68 http Www khi co jp 53 2 16
250. ndustrial Services GmbH Renewables Certification GL RC the world s leading certification body in the wind industry has been certifying wind turbines and their components for 30 years Our unique 3 dimensional approach is unmatched in the industry we work the whole project lifecycle deliver services on a global scale and make one stop shopping possible through our holistic service offering In 1986 GL created a first comprehensive certification procedure for international Project Certification the basis of which still applies today In fact GL RC is the world s only certification body with such history in guidelines n a RUN MM uM OR M MIENI MH LTE Mi MI 0 n iii li li n Wi i j MY UL T englwables Project Certification Tailwind for your project M m ru m MT MM AWA NN NN 115 UM TAM M WI WWW NM NN UT ATUM n UW EP LERNTE II TN EN AM MM n 1 NN M NM MM n W TUE Al NN M IN Mi DIN MDI AM un W AN VU N ih INN N Mil INN j INN VOY NI A ANY W ANY N MM MA NN MM Ji M T i NM VI M UR M 4 mn Wi V Mi ui i M ny tl ION m QUA UNT hi HU WI TU HE HAN
251. ne for the Certification of Wind Turbines Edition 2010 2 Guideline for the Certification of Offshore Wind Turbines Edition 2005 3 Conformity testing and certification IEC 61400 22 Edition 1 0 2010 05 NN gt 4 57 Germ her Lid does WAITAN an y o land y far ire nature ac SR gu ow Enid virovioed Li biliby eaim gam Ur man LT etidm ng out Ane Con with mater Gr TORFAEN ks or damage pute rr Pn AT mur ru d h AS damans A caused P Dre Dover wil acond o otesi condoni of Germanach r LMO aller are AuhehC aharabon aed are b LA h SOUS Ar e adem P a ha we oe A growing market In countries enjoying powerful ocean wave and current resources developers and investors are increasingly looking to exploit the sea as a source of infinitely renewable energy As a result R amp D activities are steadily on the rise and in the wake of significant new developments expected to reach series production in the next decade there is a growing demand for independent third party evaluation verification and certification in this nascent industry A wealth of experience For over 140 years Germanischer Lloyd GL has been setting technology safety and quality standards in a wide variety of maritime and industrial fields Today GL is one
252. ng Sascha Lindemann G E O S Freiberg Ingenieurgesellschaft mbH Freiberg Dr Klaus Michels Fugro OSAE GmbH Bremen Dr Rolf Muckelmann GeCon Geophysik GmbH D nischenhagen Dr Gregor Overbeck IGB Ingenieurgesellschaft mbH Hamburg Dr Lutz Reinhardt Bundesanstalt f r Geowissenschaften und Rohstoffe Hannover Prof Dr Ing Werner Richwien Institut f r Grundbau und Bodenmechanik Universit t Duisburg Essen Dr Ing Werner R cker Bundesanstalt f r M aterialforschung und pr fung Berlin Dipl Geophys Peter R dinger Aqua Tech Geophysik Falkensee Dr Klaus Schwarzer Institut f r Geowissenschaften Universitat Kiel Prof Dr Volkhard Spiess Fachgebiet M eerestechni k Umweltfor schung Universit t Bremen Dr Franz Tauber Institut f r Ostseeforschung Warnem nde Dipl Ing rn Uecker IMS Ingenieurgesellschaft Hamburg Dr Ing Stefan Weihrauch Grundbauingenieure Steinfeld und Partner GmbH Hamburg 4 87 BUNDESAMT F R SEESCHIFFFAHRT UND HYDROGRAPHIE Federal Maritime and Hydrographic Agency BSH Hamburg and Rostock 2008 www bsh de BSH No 7004 All rights reserved No part of this document is allowed to be reproduced without the written approval of the BSH or to be processed reproduced or disseminated using electronic systems Photos R Balthes BARD Engineering GmbH 4 88 5 Contents PartA Introduction 1 PC CDCI 7 2
253. nnnon U HE EI HD DEI T DI DH HS TI ERS IH III _ level tides and storm surges e lil j 82 ClaseS 2 2 he metocean database 12 7 Assessment of sea ice 129 Assessment of seabed movement and scour 12 10 Assessment of wake effects oE FJ from neighbouring wind turbines Assessrrent of other envirorrental conditions Assessrrent of earthquake conditions 1913 Assessment of weather windows and weather downtime OO O Assessment of electrical 12 14 network Conditions 12 15 Assessment of soil conditions Assembly installation and 13 13 2 Planning 13 3 Installation conditions OOO Documentation 13 6 137 Receiving handling and storage O D 000000000 00000 00 00 0 000 00290 0 0 0 590000089000009000000000000000000000 9000000000 00000 000 ED DIE BE BEES EE BE DUE UE E B HHHHHUHHHHHHUHHHHHHHL HHHHHHHHHHHHHHHHHHH IEC61400 1HHHHHHHHHHHHHHHHHHHHHHHHLH 00000000
254. o be described in each case If standardised tests have been used reference to the standard will be sufficient The results of compression tests shall be provided in the form of pressure settlement curves and time settlement curves with indication of load stages and consolidation times Documentation oftheresults shall also include data on equipment dimensions and the way of mountingthe soil samples in equip ment The results of soil strength tests shall be shown in conformty with applicable standards The results of the laboratory tests shall be provided in the form of tables sorted by borings sampling depths and sample numbers 43 Compilation of all investigation results geotechnical site description The results of the field and laboratory tests shall be compiled a geotechnical site description forming part of the geotechnical site survey reports Grading curves shall be combined to gradation bands of the main soil types where applicable The ranges and mean characteristic values of the soil mechanical parameters of the main soil types shall be indicated for each exploration point These data if reasonable should be compiled to establish typical foundation soil profiles for individual areas If necessary information should be provided regarding use of the characteristic soil mechani cal parameters in the planned foundation design 44 General geotechnical site assessment The general geotechnical site assessment shall indu
255. of the world s leading technical surveillance societies GL has classified over 7060 ships and is the leading classification society for container ships For over 30 years GL has been certifying structures and pipelines for the oil amp gas industry With three decades of experience Germanischer Lloyd Industrial Services GmbH Renewables Certification GL RC is the world s leading certification body in the wind energy market onshore and offshore 4 58 we u AE onverter Certification Du oes of the sea wh What we can do for you Drawing from its long standing experience in the maritime and renewable energy sectors GL RC is now providing expertise assessment and certification services for ocean energy con verters offering its skills and know how to key players in this emerging market e g designers manufacturers investors and insurers interested in evaluating the engineering integrity and safety of ocean energy systems GL RC carries out assessments verifications and certifications for tidal and wave energy devices on the basis of its own Guide lines for the Certification of Ocean Energy Converters as well as international standards Reference is also made to GLs Rules and Guidelines for Offshore Structures and Offshore Wind Turbines GL RC understands the importance of time to market which is why we support our clients from the early stages of development
256. on Bodenproben Eindimensionaler Kom pressionsversuch Baugrund Versuche und Versuchsger te Bestimmung der Scherfestig keit Triaxialversuch Baugrund Untersuchung von Bodenproben Bestimmung der Scherfe stigkeit Teil 3 Direkter Scherversuch Erd und Grundbau Bodenklassifikation f r bautechnische Zwecke VOB Vergabe und Vertragsordnung f r Bauleistungen Teil C Allge meine Technische Vertragsbedingungen f r Bauleistungen ATV Nassbaggerarbeiten Geotechnische E rkundung und Untersuchung Benennung Beschrei bung und Klassifizierung von Boden Teil 1 Benennung und bung ISO 14688 1 2002 Deutsche F assung EN ISO 14688 1 2002 Geotechnische E rkundung und Untersuchung Benennung Beschrei bung und Klassifizierung von Fels Teil 1 Benennung und bung ISO 14689 1 2003 Deutsche F assung EN ISO 14689 1 2003 4121 37 38 Annex 2 DIN EN ISO 22475 1 2007 01 Geotechnische Erkundung und Untersuchung Probenentnahme verfahren und Grundwassermessungen Teil 1 Technische Grundla gen der Ausf hrung ISO 22475 1 2006 Deutsche Fassung EN ISO 22475 1 2006 DIN ISO 22476 2 2005 04 Geotechnische Erkundung und Untersuchung Felduntersuchungen Teil 2 Rammsondierungen ISO 22476 2 2005 Deutsche Fassung EN ISO 22476 2 2005 Guideline for the Certification of Offshore Wind Turbines Edition 2005 Germanischer Lloyd WindEner gie GmbH Edition 2005 IHO Standard
257. ope to meet the requirements of the individual phases as defined in the standard Design of Offshore Wind Turbines and defines the minimum require ments Unless otherwise defined the term investigations in this standard comprises field investigations labo ratory analyses and their evaluation by experts taking into account existing construction and monitoring requirements Under geotechnical aspects the temporal sequence of working steps including their evaluation and documentation is as shown in Table 1 Phase Step Geological Geotechnical Report reconnaissance reconnaissance Desk Study a T Preliminary Geophysical investigations geological report m Preliminary geotechnical site Preliminary geo survey report Development 3 technical InMes and foundation expertise gations SE preliminary Geophysical interpretation taking into account the Geological report results of preliminary geo technical reconnaissance Wein gesehn Main geotechnical site survey Konstruktion 5 d and report soil and foundation cal investigations expertise Table 1 Working steps of geological reconnaissance and geotechnical investigations and reporting Steps 1 4 constitute the development phase step 5 the design phase according to the standard Design of Offshore Wind Turbines see Table 2 The required preliminary soil and foundation expertise essentially constitutes an assessment of the planned foundation design and p
258. ording to this BSH standard e performs geotechnical or geohydraulic computations on behalf of the design engineer as required and prepares part or all of the geotechnical safety certificate computations in co operation with the design engineer Overall responsibility for the design draft rests with the design engineer unless otherwise specified in individual cases e ensures in co ordination with the geosaentist in charge of geological reconnaissance that the re sults of the geological and geotechnical surveys according toTable 1 and the quality requirements for geological reconnaissance part B chapters 2 3 and 7 2 are compiled and evaluated e 15 responsible to the certifier registered inspector with regard to the inspection of the geotechnical survey as defined in the standard Design of Offshore Wind Turbines Documentation of the surveillance of the geotechnical survey by the geotechnical engineer or by a suit able representative shall be submitted to the BSH 5 Review of documents According to the standard Design of Offshore Wind Turbines the reports and expertise referred to in chapter 2 are subject to certification review throughout the project duration and following their certification review they have to be submitted to the BSH at the dates specified in Table 2 The soil and foundation expertise constitutes an integral part of the design basis 6 Deviations from the standard The geotechnical engineer on beha
259. ore Structures 00000 0107000 nm 00000 ______ Classification registry and surveys 0000000 o A Classification survey after construction 0 0000000 000000000000000000000000000000000000000000000 0 jnnn 000000000000000000000000000000000000000000000 o 000000000000000000000000000000000000000000000 jAtemtins 9 Others nn 0 Gang 4 Extension of use and reuse O00000000 Gaan j HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH Rese on _______ 2 Materials and welding JJJ 1 Materias DO _____ p Seea smewaseh jnnnn 0000000000000000000000000000000000000000000000 2 win 0 General HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 3BDesgofsmetwes JJ 1 Definitions and design documentation HHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH CCT 102 2 Design documentaion Gy Pesado Envrenrartal DDG CTN 00000000000 0000000000000000000000000000000000000000000000 00000000 lgwrewwwaewsgetes Sect enfromentalconmen DO 000 EE TAN Ge HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 2 jTeoflns aoooa 9 _ Detemmnaionefenwonmetalisss 0000000 4 General design
260. ore Wind Farms Certification Wwww ql 9roup com Content Introduction GL GL Renewables Certification Definition of Certification Project Certification Benefits of Certification GL Renewables Certification 28 03 2012 GL Renewables Certification 45 GL Renewables Certif amp icalion PC z 03 2012 GL Renewables Certification pays Germanischer Lloyd GL Noble Denton GL Garrad Hassan Ship Newbullding Technical Assurance Turbinw Das g a Maritime Systems amp Components s Advanced Engineering Consuting a Fleet Asset Farfa rmmance Maintenance Maritime Solutions Marine Operations amp Consulting Project Execution Sofware Products n uit h p n vis Certification 25 03 2012 GL Renewables Certification 1 46 Segment Origins Foundation meeting of Germanischer Lloyd at the Hamburg Stock Exchange The first GL Construction Rules for wooden ships were published 1973 GL nssesses the design of the North Sea research platform and is imeolved in the construction of the first German of platform Mittelptate in tha German Bighi 1977 GL offers its first design approval for wind energy systems beginning its commitment to this fast growing business GL Renewables Certification 28 03 2012 GL Renewables Certification Facts amp Figures REVEN
261. ossible variations based on the investigation results available by then The preliminary geotechnical site survey report the soil and foundation expertise preliminary and the geological report are prerequisites to the Design Basis and Draft Design Reviewed versions of the re ports have to be submitted to the BSH for the first approval in accordance with the requirements of the standard Design of Offshore Wind Turbines The results of the geological report have to be integrated into the main geotechnical site survey report The latter report and the final soil and foundation expertise step 5 constitute the basis for the develop ment of the Basic Design The documents have to be submitted to the BSH for the second approval in 492 Part Introduction accordance with the requirements of the standard Design of Offshore Wind Turbines Additional activities are documented in the following reports and documentation Foundation work engineering records and evaluations Foundation work monitoring result reports and assessments Operational monitoring result reports and assessments Table 2 shows the integration of the individual working steps of the geotechnical site survey and assess ment into the time schedule according to the standard Design of Offshore Wind Turbines 493 9 494 Table 2 Phase Activity Development Finding suitable loca tion planning incl prelimi nary draft layou
262. otechnical parameters determined acc to DIN in an annex as appropriate presentation of results in the form of geological longitudinal and cross sections of suitable scale evaluation of results summary and CD with digital maps in CAD or GIS format preferably Shape format 73 Requirements Reference system ETRS89 WGS 84 Projection Gauss Kr ger 3 grid UTM or transverse cylinder projection Depth data Related to chart datum LAT 4107 4 108 Part C Minimum requirements geotechnical investigations 25 Part Minimum requirements for geotechnical site investigation as a basis for planning designing offshore wind turbines 1 General The construction of offshore wind turbines involves a high degree of difficulty In DIN 1054 and DIN 4020 their foundations are classified under geotechnical category 3 earth and foundation structures and geo technical measures involving a high geotechnical risk difficult design and or difficult soil conditions and unusual loading cases Engineering expertise is indispensable in the design of offshore wind turbine foundations which shall include safety certificates attesting their stability and serviceability based on site specific soil investigations and assessments and involvement of a geotechnical engineer who has special knowledge and experience in this particular field see Section A chapter 4 The purpose of the geotechnical site investigations is the preparation of
263. ountries with powerful ocean waves and current environments developers and investors are increasingly looking to exploit the ocean as a source of infinitely renewable energy As a result development activities are running at full speed and with significant new developments coming up for series production in the next decade there is a qrowing need for third party evaluation verification and certification For 140 years Germanischer Lloyd GL has been setting technology safety and quality standards in a wide variety of fields Today GL is one of the world s leading maritime technical surveillance societies Making use of its long standing experience in the maritime and renewable energy sector the draft Guideline for the Certification of Ocean Energy Converters Ocean Current Turbines was issued in 2005 and is permanently further developed GL offers its skills to the key players in the up and coming ocean energy market to designers manufacturers investors and insurers interested in assessment expertise and certification services that evaluate the engineering integrity and safety of ocean energy converter Assessment Activities 1 General Comparable to the development in the field of wind energy an increasing demand of assessment expertise and certification services Statement of Feasibility of products with respect to engineering integrity and safety is required GL carries out assessments verifications and certificat
264. pe 83m HBO ua wild ya REF S oS YS evil 464 9 2102 uie UISSO ans ANL eujsnpuj ans ANL 9HJ SIIDUI B nqueH UI BJeu3 DUI W 9JOUSHO Jo 1USUUUSIIdB1S quaussosse Sys sdAl JO 5 4 1591 wle pue Buunjoejnueui d s pejq 1030 4 pue sued jo 1USUUSSSSSB uBise SOUIGIN jo ad SOUIGUN JO suondunsse peo jo 191 DUID OO2B uonepunoj pue Jamo IEeAoldde gdA ueuuJS5 OLOC 600 800 00 7002 2006 2002 6661 v66l 4 65 112102 YEN UISSOT ABjgu PUIA eousyo ans ANL 8IAJ9S NAL solas ausnpul ANS ANL esiiedx3 ans ANL mada ol 5uipJoooV 10201 dj useolddy 391 138 souel9 e sao n ag 5Jeu ans ANL 4 66 Industrie Service SUD Offshore Wind Energy Malte Lossin March 2012 8 TUV SUD Industrie Servic
265. pecific site that energy converters meet requirements governed by site specific external conditions and are in conformity with other requirements relevant to the site such as soil and environmental conditions mooring anchoring etc It includes the design assessment of site specific built components A Project Certification may be based on a Type Certification and includes all its elements In this case any additional site specific designs and or design changes related to the energy converter are considered within the Project Certification It is a vital assessment and monitoring service to ensure that devices meet the requirements in the safety standards at every stage of their working life Monitoring begins during the manufacturing process and continues during transport and erection of the energy converters GL specialists witness the commissioning of a device and carry out periodic monitoring at agreed intervals throughout its working life Project Certification as a rule covers more than one converter i e an entire power plant It includes the design manufacturing installation and commissioning of all necessary installations such as land falls power cabling power transmission and the transformer station 448 Page 4 Page 5 Gertificate Site Site specific Manufacturer Comm Assessment Design Surveillance Bil Installation Inspection Evaluation Inspection Project Periodic Cert
266. r offshore wind turbines 120 2 2 3 2 3 3 How do you treat of the IEC standard in your organization What is basic idea about safety requirement on the certification comparing with other standards and regulations General issue and others Offshore wind plants have and will have a lot of types according to their foundation structures How does it and will it influence on the project certificate implementation What are the challenges and future trends of offshore wind plant safety regulations standards certifications What are some hot issues in the German offshore projects on the certification 121 ARONA T 8 MI 90 10 e MTI 20050000000 1EC61400 1 Wind Turbines Design requirements UU 3HHHHHHHHHH20IIH 12HHHHHHHHHHHHHHHH 61400 1HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL 1 61400 3 20097 D ET DE DI EI C AMAT ELE ED EE TE PIGET ER TIGER ET ELSE E 000060 a IE LEI II LIE IE DEI DE It HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHL 1 61400 1 e SUDHHHHHHHH
267. raction Yawed inflow Dynamic stall Structural dynamics Gravity inertia Elasticity Mooring System Anchors Control system Yaw torque pitch Waves Regular Irregular Hydrodynamics Hydrostatics Diffraction Radiation GL Renewables Certification R amp D 26 03 2012 GL Renewables Certification 2011 Technical Scientific Publications with GL RC participation extract 2011 Load validation and comparison versus certification approaches of the Riso Dynamic Wake Meandering model implementation in GH Bladed European Offshore Wind 2011 Analysis of axial cyclic loaded piles from the certifier s view European Offshore Wind 2011 FEA of Grouted Connections Status report on the technical approval procedure for certification of grouted connections European Offshore Wind 2011 Wake Loads and Fatigue Load Certification in Offshore Wind Farms 50th IEEE Conference on Decision and Control and European Control Conference Oral AnKom al E DA Controlled Invariant Sets for Systems wilh Linear Parameter Varying State ransition Matrix ISOPE 2011 Challenges in Simulation of Aerodynamics Hydrodynamics and Mooring Line Dynamics of Floating Offshore Wind Turbines 10th Wind Integration Workshop 2011 Need of harmonised generic model standards for flexible grids in a smart future AM Energy Journal Offshore Support Structure Optimization by means of Integrated
268. rations agreed one set of environmental conditions one design type The load analysis examination includes basic modeling of the 441 Page 3 tidal energy converter by GL and analysis of the main design driving load cases Operational condition loads ULS Extreme condition loads ULS Fatigue load assumptions are checked for plausibility only if relevant o The environmental conditions have to fulfill the conditions current wave sea and soil conditions for the installation site of the prototype as described in the examined design basis o The design parameters and load cases to be considered are a result of the safety and protection concept and the environmental conditions o Report on load assumptions including description of the device geometry and parameters as well as a controller rough description and dll file shall be provided o Ahydrodynamic design report shall be provided Evaluation of design and structural analysis of components affecting overall safety These include global support structure strength pile analysis grouted connections Description and drawings of the support structure piles grouted connections as well as structural analysis and related load assumptions shall be provided Primary steel concrete ULS FLS for plausibility only Technical specifications Drawings and structural analysis of support structure Mooring analysis and specifications any connections and foundation Founda
269. re Space frame Source GL Garrad Hassan 2 1 23 LE U 000000000000 Wind in our Sails The coming of Europe s offshore wind energy industry Nov 2011 Floating Gravity based 3 1 1 1 Tripile 33 10 Monoplle 233 6996 21242011HHHHHHHHHHHHHHHHHHHHHHHH The European offshore wind industry key trends and statics 2011 Jan 2012 25 Monopile 62 2 4 25 HL D LL DE 0000000000 000000000 EWEA The European offshore wind industry key trends and statics 2011 Jan 2012 HHHHHHHHHHHH2126HHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHVimdenb HHHHHTunoKnolHHHH Thornton Bank Phase D UU EL E ELE EE JU E Thornton Bank Phase DI UU UU 00 120 27 5 040000 29km 000 SMWHHH6HHHHHHHHH 2 1 2710 Tower Work Platform Intermediate Platform a Boat Landing shaft Substructure Internal J tubes li Under base grouting Scour protection E Cr Foundation Skirt 2 1 26 00000000 http www wind energy the facts org en part 1 technology chapter 5 offshore wind f 26 1 2 1 27 DD J U Thornton Bank Phase DI U http www c power be English welcome algemene_info html DODODOD0 000000002128 0000000000000 0000 EE C HHHUHHUHHHHHHHHHUHHUHHHHHUHHHUHHHHHHHUHHHHHHLH HHHHHHHHHHHHUHHHHU 2 1290 000 Work Platform Tower
270. responsible for all working steps of the geotechnical site survey including execution planning The geotechnical engineer e shall be commissioned separately by the party commissioning the geotechnical survey i e by the developer or applicant the party commissioning the survey shall ensure that the geotechnical engi neer is authorised to give technical instructions to the companies under contract e g the company In charge of the geotechnical survey 497 13 14 Part Introduction e plans and monitors the geotechnical survey evaluates its results and draws conclusions as to the structural design and foundation of the installations prepares geotechnical profiles including information about soil types and strata elevations simplified ground models and describes soil characteristics and their typical ranges e provides advice to the developer and in this capacity the design engineer in the development of suitable computation models of interactions between structures and the ground taking into account the particular soil properties e provides advice to the developer and to the design engineer regarding monitoring in the construction phase periodical inspections and with regard to the observation method according to DIN 1054 the required geotechnical observation programme its evaluation and the preparation of measures to be taken e prepares the geotechnical site survey reports and soil and foundation expertise acc
271. rties and assessment of their suitability for construction measures t makes use of state of the art high performance hydroacoustic methods whose results then have to be verified using direct methods drilling Because of poor accessibility of the seabed hydroacoustic techniques have become very useful tools in providing a general overview of soil conditions in selected areas allowing conclusions as to the sediment distribution and tectonic elements which make it possible for example to identify areas with problematic soil conditions Properly applied geological reconnaissance helps to determine suitable geotechnical reconnaissance methods and to optimise the number and location of exploration sites With homogeneous bedding con ditions an envisaged reduction of the scope of investigation in the main geotechnical reconnaissance requires inter alia a properly conducted geological survey with convindng data induding the prepara tion of the geological report as a plausible justification for a deviation from this standard As standards and regulations for geological reconnaissance in the marine environment do not ye ex ist the present standard specifies requirements which ensure state of the art geoscientific surveying and by compiling all data and information available will contribute to the successful implementation of offshore wind farm projects The geological investigations comprise two steps l Geological reconnaissance to assess t
272. rts 4 1 Contents of the geotechnical site survey reports The geotechnical site survey reports i e the preliminary site survey report and the main site survey report shall include a precise definition of the goal of the survey and a compilation of available project documents as well as general information about the construction task data on geological conditions data and boundary conditions for field and laboratory tests boring and penetration test results profiles including types of soil and subsurface elevat on of strata results of laboratory tests and any model simulations carried out clearly structured compilation of test results compilation of characteristic soil mechanical parameters of the main soil types complete with pa rameter ranges e Synoptic description of the foundation soil e assessment of the foundation soil 4 2 Presentation of the results of field and laboratory tests 4 2 1 Fieldinvestigations The exact location of explorations and field investigations performed shall be entered in an accurate scale map which should also show the contours of planned structures Also reference dimensions in relation to fixed points or reference lines shall be included The implementation dates of the field investi gations and any special observations made during drilling surveillance shall be noted The exploration and probing and penetration testing methods used have to be explained in the geotech nical site survey repor
273. s 005 ANL 476 81 LOZ UISSO A6Jau3 005 ANL ANAL a nseaw ayy JO UOI19Iduuo9 o lt jencidde HS HS 991 Aq au Aq uonoedsu Butuoissiuuo2ap Kjunojuoo JO aeaa uejd Nodal 25 4 syuodai uonoadsu HWS 9IA19S 005 ANL jeaoiddy 99 1198 Buluoissiuituo5 p jo DBuiuoissiuiuio28q eseug 19 O d 477 6l 1 L0Z yaeyy 15501 SHEW pui ans ANL 9ouel ee siAes eu GAS NAL 005 ANL 478 OZ 2102 uisso ABiau3 ANS ANL ANAL 005 ANL 9 9 SSUBJO syi OVAH m dnoJo ANS ANL JO esniedxe Joyun m JSH m S1USUUSSSSSB YSIy m suonsenb 1 m se qeo pun uoneis SUUJOJSUBJ eoujos 3 m uonejs JSUUJOJSUBJ pue SSJn1OnJ1S OddnS eJousuo SDBO sjueuoduuoo e2u1os e sjueuoduJoo JSGUIUOBUU sulqJnl m IBOIUUO91OSD Juaussasse ejl m pue jueuissesse aus m 0 Buipjoooe 5
274. s 3 Requirements for laboratory tests 31 Shipboard testing It may be appropriate to carry out sorme limited testing on boardthe vessel or jack up rig in order to ob tain data for planning further field investigations which can then be carried out without loss of time 3 2 Land based testing Tables 8 and 9 contain a compilation of laboratory tests for cohesive and cohesionless soils which are suit able for describing the soil status and determining soil mechanical parameters The responsible geotechni cal engineer shall decide on tests to be carried out in the individual case the way in which the tests have to be conducted the sample quality required and soil mechanical properties to be determined Depending on the type of foundation to be constructed additional laboratory tests may be useful Waves currents and wind induce changes of soil stress either through direct action or indirectly via load transference through the structure which may influence the load bearing capacity of the ground und thus may have a considerable impact on the foundation Such changes of stress normally are cydic because contrary to dynamic loads acting on the structure inertia forces due to damping and phase shifts in the soil are negligible 4112 Part C Minimum requirements geotechnical investigations 29 Type of test Standard Quality class GK of sample Soil mechanical parameter DIN EN ISO 22475 1 Classification and status descriptio
275. s and depths shall conform to the requirements of the nternational Hydro graphic Organization IHO Standards for Hydrographic Surveys Spedal Publication No 44 Order la and 1b Surveys Details are provided in Tables 3 4 and 7 4101 18 Part Minimum requirements geological reconnaissance e The measuring conditions shall ensure full compliance with the quality requirements Past experi ence has shown that no adequate data quality is obtained in sea states gt 5 e A minimum resolution of 1 m is required for geophysical survey methods used to investigate the upper sediment layers e The geological structure of the seabed in planning area shall be investigated down to foun dation dept using suitable geophysical methods In areas with a gas or basin effect where seismic methods may fail soil conditions shall be explored using geotechnical exploration methods bore holes and probing and penetration testing e The results or interpretation of the geophysical investigations shall be confirmed by a sufficient number Of boreholes drilled during preliminary geotechnical reconnaissance Seismic units shall be correlated with the lithological soil profiles e first evaluation to be submitted is the preliminary geological report step 1 Table 1 To prepare the geological report step 4 Table 1 the interpretation of the geophysical investigations has to be reviewed and evaluated taking into account the results of the
276. s for Hydrographic Surveys Order 1 Surveys Spedal Publication No 44 5th Edition Fe bruar 2008 Offshore Standard DNV OS J 101 Design of Offshore Wind Turbine Structures Det Norske Veritas une 2004 Standard Konstruktive Ausf hrung von Offshore Windenergieanlagen Bundesant f r Seeschifffahrt und Hydrographie Hamburg und Rostock BSH Nr 7005 12 uni 2007 412 Annex 3 ASTM API AWZ BDP CAD CCV CPT CPTu DIN EC ETRS GIS GK IHO kHz kn LAT SeeAnIV SKN SPT SSS UTM UU WEA WGS Annex 3 List of abbreviations and acronyms American Society forTesting and Materials American Petroleum Insttute ausschlie liche Wirtschaftszone Bohrlochrammsondierung Computer Aided Design consolidated undrained shear test konsolidierter undrainierter Triaxialversuch consolidated constant volume test konsolidierter drainierter Tnaxialversuch mit kon stant gehaltenem Volumen Cone Penetration Test s Piezocone Penetrometer Test s Durchmesser Deutsche Industrienorm Eurocode Europ isches Terrestrisches Referenzsystem 1989 Geographisches Informationssystem e G teklasse n International Hydrographic Organization Kilohertz Knoten Lowest Astronomical Tide S eeanlagenverordnung Seekartennull Standard Penetration Test Seitensichtsonar Universal Transversal Mercator Gridsystem unconsolidated undrained shear test unkonsolidierter undrainierter Triaxialversuch Windenergieanlag
277. s to be carried out at each turbine site This may be sufficient with homogeneous 501 conditions However when soil conditions are inhomogeneous or otherwise unfavourable or in case of tripod jacket or gravity foundations a larger number of ground explorations is normally required for execution planning The geotechnical engineer shall decide in this case The exploration method to be used drilling cone penetration or a combination of both shall be determined by the geotechnical engineer taking into account the expected soil strata the results of preliminary investigation and the planned type of foundation The exploration depth as a minimum shall meetthe requirements of design planning and thus has to be determined by the geotechnical engineer in co ordination with the design engineer see chapter 2 3 1 2 3 3 Additional investigations While developing the foundation design or as a result of the geotechnical assessment of the founda tion design or during the bidding process especially in case of special proposals it may be found that additional explorations or field investigations such as drive tests or trial loading are necessary Such additional investigations are subject to the same requirements as the site survey The results of geotechnical investigations shall be compared to the results of geophysical reconnais sance and the geophysical measurement data haveto be re interpreted on the basis of the geotechni cal investigation
278. se definitions load assumptions safely system Rotor blades and blade test reports Mechanical structures Machinery components including prototype test of the gearbox on an adequate test bench Electrical installations including lightning protection and prototype test of the generator Nacelle cover and spinner Tower Optionally foundation Manuals for erection commissioning and O amp M Other optional items such as personnel safety condition monitoring or fire protection systems grid connection compatibility shop approvals Germanischer Lloyd Industrial Services GmbH Renewables Certification Brooktorkai 18 20457 Hamburg Germany Phone 49 40 36149 0 Fax 49 40 36149 1720 glrenewables gl qroup com www al greup com GLRenewables The load case definitions and the load assumptions load calculations may be performed as per International Standards IEC 61 400 1 2nd or 3rd edition as well as IEC 61 400 3 instead of or in addition to the GL Guidelines Quality Management System of Manufacturer and Designer Demonstration of compliance of design and manufacturing process with ISO 9001 QM system generally certified by an accredited certification body Implementation of design related requirements in Production and Erection IPE Demonstration of compliance with and implementation of requirements in technical documentation of components during production assembly and erection of wind tur
279. sessment is usually based on a complete plausibility check of the loads the power generating structure the machinery components as well as of the structure Modifications e g to the control system are permissible provided that the safety of the device is not adversely influenced ltems as safety concept support structure and mooring system and the related load assumptions shall be analysed in detail National or local regulations may require additional detailed analysis A description and a map of the installation site of the prototype as well as owners and operators address shall be given The environmental conditions for the prototype installation site shall be specified by the owner developer and are checked for plausibility only Following items are considered during C Design Assessment a Examination of the safety concept and protection concept Description of the safety and protection concept and safety and protection system as well as the operation manuals shall be provided o Detection of limiting states and reaction e g current speed o detection and reaction control system errors mechanical failures grid failures etc Concept to avoid abnormal conditions FMECA o Safety and protection system Operation manual Plausibility b Load and response assumptions Preliminary load analysis based on GL s Guideline for Ocean Energy Converters as a guide for load case definitions and amendments and alte
280. t of the wind farm Design Basic Design Execution planning Placement Execution Operation Operation maintenance and monitoring Purpose of investigations Preliminary reconnaissance of the area Site selection and preliminary plan ning of structures The purpose of preliminary recon naissance is decisionmaking on whether or notthe soil properties in a particular area are suitable for the erection of the planned wind farm structures the determination of general requirements for foundation concepts design and construction and required ground investigation measures Basis for invitation to tender for foundation planning and construc tion The scope of the ground investiga tions and the methods to be used depend on the type size and im portance of wind turbine design homogeneity of the foundation soil morphology of the seabed and sed iment types encountered When investigating the area possi ble alterations of site planning must be taken into account Soil composition and characteris tics must be determined individually at each site Draft design ofthe structure The investigations to be made de pend on thetype of foundation They must be suitable in type and scope for determining all dimensions of the foundation and providing all structural stability and serviceability certificates that are required Production of the foundation ele ments Checking of foundation soil proper ties for
281. tepS tirados Be 27 2 3 1 Preliminary geotechnical investigatons uuu 27 2 32 Main geotechnical investgatons 28 2 3 3 Additional investigatons uuu 28 3 Requirements for laboratory 28 3 1 ciglia eem ge TSUN 7 gagu meus sus aa 28 3 2 Lahd based SUNG a bss ree edo _ _ _ _ 28 4 89 4 Geotechnical site survey reports 31 4 1 Contents of the geotechnical site survey 5 31 4 2 Presentation of the results of field and laboratory 12515 31 4 2 1 Field investgatons 4 31 4 2 2 a uoa 32 4 3 Compilation of all investigation results geotechnical site description 32 4 4 General geotechnical site assessment 32 5 Soil and foundation 32 5 1 Contents of the soil and foundation expertise 32 5 2 Information provided in soil and foundation expertise 33 6 Monitoring in the construcion phase uuu 33 7 Monitoring in the operation usu 33 AMEX 35 Annex 2 Standards guidelines and codes of practice 37 Annex 3 List of abbreviations and
282. ther side e Once e In the first years after completion once year in spring e Single beam echosounder if the sea floor Multi beam echosounder Is relatively level or multi beam system if it Positioning better than 5 m 5 of water IS rough depth and Positioning better than 5 m 5 of the Accuracy for reduced depths acc to water depth and Standards for Hydrographic Surveys Accuracy for reduced depths acc to IHO S 44 Order 1a Surveys Standards for Hydrographic Surveys S 44 Order 1b Surveys Method Bathymetric map of surveyed areas Bathymetric map of surveyed areas Reported water depths must be sound ve Reported water depths must be sound Presentation of locity corrected and related to chart datum velocity corrected and related to chart results tidal correction datum tidal correction The data must also be provided in digital The data must also be provided in digital form form Table 3 Requirements for echosounder surveys si ngle beam and multibeam echosounding A Geological reconnaissance Monitoring Targets e Survey of sediment types and structures e Recording of areas scouring e Verification or calibration of interpretation by and obstructions means of grab samples ground truthing e Verification and or calibration of nter pretation by means of grab samples ground truthing e Each wind farm component shall be surveyed At least 200 m to either side at
283. thod Boomer or alternative systems of comparable or better performance and suf ficient signal penetration Near surface resolution min 1 m Possibly supplemented by subbottom profiler or sonar In surface sedi ment layer e g along planned cable routes vertical resolution m n 0 5 m e Cruise speed max 4 kn Deployment up to sea state max 4 Presentation of e Profiles and profile interpretation 1 e geological longitudinal and cross sec results t ons Map showing spatial position of boundaries between geological units and structural elements e g isolines map Table5 Requirements for seismic surveys It is recommended to investigate the drilling site by means of a magnetometer or active metal detection system before using a corer yT Geological reconnaissance Targets e General Investigation of the area for wrecks active and nact ve cables am mun t on and other metal parts e As required based on the results of the desk study e Always In areas with ammun t on e Magnetometer e Act ve metal detect on system Presentation of e showing Investigation results results Table 6 Requirements for magnetometers and active metal detection systems recommended 6 Cable routes Different requ rements apply to the routes for infield cables and power export cables regarding horizontal cover and penetration depth in the investigation area With regard to the required cable buria
284. tion anchor drawings and analysis OOOO Corrosion protection coating cathodic protection Description drawings and analysis of corrosion protection system shall be provided Plausibility check of the main load carrying machinery components hub machine bed nacelle pressure body o Assembly drawings and description including main technical data of the components dimensions material weight o Load assumptions of machinery components structural analysis preliminary Plausibility check of the rotor design Description and main drawings of the blade structure the blade root and the blade root connections shall be provided Load assumptions and structural analysis as well as material specifications and laminate plan are required Plausibility check of the load assumptions of components of the structure not affecting overall safety Plausibility check of further assumptions for the device masses resonance frequencies etc Evaluation of the electrical design regarding principal safety issues Plausibility check of the electrical equipment and connectors based on description and technical data o Description and technical data of generator and connectors o Single line diagram o Electrical protection system 442 Page 4 Check of the marine systems marine equipment Description and main drawings shall be provided Specifications of ballast bilge systems Plausibility check of the power take of driv
285. ts submitted If standardised methods have been used reference to the standard IS sufficient In case of deviations from standard reasons have to be provided and the method has to be described The geotechnical site survey reports shall include as a matter of principle the field reports of the borings carried out according to DIN EN ISO 14688 1 DIN EN ISO 14689 1 and DIN EN ISO 22475 1 If this is not possible in exceptional cases a note shall be included stating that the reports can be inspected and where they can be inspected The latter applies also to the soil samples taken If core samples have been taken colour photos of the drilling cores shall be endosed Such colour pho tos do not replace an analysis and evaluation of the soil samples by an expert at the laboratory The data from probing and penetration testing shall be documented taking into account DIN 4094 1 DIN 4094 2 and DIN 4094 5 t is recommended to plot the data from probing and penetration testing against the drilling logs at the same location using a common reference system for height data i e chart datum 4115 32 Part Minimum requirements geotechnical investigations 4 2 2 Laboratory tests The results of laboratory tests shall be fully documented and described for each typical soil property e 9 grading curves compression test results shear test results so that any interested reader will be able to interpret the results The test set up has t
286. uded with a Certification Report Statement of Compliance and these are included in Ihe Component Certificate Component Certificates are often required for rotor blades rotor hubs gearboxes sometimes for generators and towers but more and more also for bearings and locking devices main shafts main brakes and couplings transformers and converters as well as main and generator frames and lifting devices Component Certificates may additionally be used for pitch and yaw drives and their bearings Special attention must be given to the specifications because the relation of the components to the adjacent components and the systems of the wind turbine must be taken into account The specifications must include the critical conditions such as operating conditions loads and or dynamic properties nam Y ii n Du un ny W itl d D VISA EUN Il Germanischer Lloyd Industrial Services GmbH Renewables Certification Arooktorkai 18 20457 Hamburg Germany Phone 49 40 36149 0 Fax 49 40 36149 1720 glrenewables Mgl group com www gl group com GLRenewables Germanischer Lloyd provides tallored solutions for wind turbine manufacturers or sub suppliers of components You will receive a hallmark showing that your component meets both international standards and your customer s needs Ask for an individual offer from GL the world s leading authority on wind energy 1 Guideli
287. uments b Transport and Installation Inspection Final acceptance commissioning inspection For the prototype ocean energy converter after installation and grid connection a commissioning procedure including a test of the converter behaviour is to be witnessed by GL The commissioning procedure and main components will be checked for conformity with the submitted certification documents 443 Page 5 During witnessing of commissioning the following items are examined b C d e General appearance Operating tests and tests of the safety system Corrosion protection Damages Conformity of the main components with the certified design documentation and traceability numeration of the same Annual inspection Periodic monitoring is to be performed annually Deliveries Prototype Certificate Statement of Compliance for the C Design Assessment Certification Report for the Assessment of the Design Basis Certification Report for the Prototype C Design Assessment Inspection reports for manufacturing Inspection report for transport and installation Inspection report for commissioning Germanischer Lloyd Industrial Services GmbH Renewables Certification Department Load Assumptions and Safety Brooktorkai 18 20457 Hamburg Germany Tel 49 40 36149 138 Fax 49 40 36149 1720 ocean ener group com http Awww ql group com GLRenewables 444 Ocean Enerqy Converter Certification General In c
288. urneys HHHHHhH 00000000000000000000 000000000 1000 Geophysical surveys 0000 0000000000000 0000000000000 0000 Geophysical survey vessels 00000 0000000000000000000 0000 Geotechnical surveys OO HHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHH 0000 Geotechnical survey vessels 00000000000000000 00 Front end engineering and design studies Annnnnononnn 00000000000000000 00000000000 0000 0000000000000000000 HHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH Human impact studies or Mind turbine 5858 _ HH 0000000000000 0000000000000008 0000 Nacelle bedplate 00000 000000000000 0000000000 0000000000000 000000000000 Main bearing 0 nnn O OOOO 85 0000 Main shaft HHHHUHHHHHHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHUHHHHUHHUHHUHHHHHHHHHHHHHH HL 0000 0000000000000 0 00000000000 0000 nd HHHHHHHHHHHHHHHHHHHHHHHHHHHHUHUHHHHHHHHHHHHH 0000 Control system 000000 HHHHHHHHHHUHHUHHHHUHHHHHUHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HU vawsystem 000008 0000 Yaw HHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHUHHHHHHHHHHHHHHHL 00000 Necele swilary systems 000000000 HHHHHHHUHHHHHHUHHHHHHHHHHHHHHHHHHHHHHHHHHH 00000 Necele cove nnd UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUOUUUDU 00000 Small engineering components 000000000000000000000000
289. uropean offshore wind industry key trends and statics 2011 Jan 2012 43 HHHHHHHHHHHHHHHHL HHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHUHHHHHHHL HHHHHHHHHHHHHUHHHHUHHHHHHHHHHHHUHHHHHHHHLH HHHHHHHHHHHHHHUHHHHUHHHHHHHHHHUHHHHHUHHHHHLH HHHHHHHHHHHHHHHUHHHHUHHHHUHHHHHHHHHHHHHL Wind Power Plant Shore 0000000 0000000 111 22 1 Collecti ng Transformer Transmission Solution a PCC 06286068 Point or Converter or Converter 090 0 0 0 ne l 0000000 Collector System Offshore Transmission System p 2 55 PCC Point of Common Coupling U John Twidell and Gaetnano Gaudiosi Offshore Wind Power Multi Science Publishing Co Ltd 2000 2007 HHHHHHHHHHHHHHUHHHHUHUHHHHHHHUHHHUHHUHHHHUHHHHLH HHUHHHHHHHHHHHHHHHHUHHHHHHHHHHHUHHHHHHHHLH HHUHHHHHHHHHHHHHHHHUHUHHHHHHHHHHUHHHHHHHHHL acta III EEE 00060 HHHHHHHHHHHHHHUUHHHHHHHHHHHHHHHHHHHHHL HHHHHHHHHHHUHHHHUHHHHHHHHHUHHUHHHHHHHHHHHHIL HHUHHHHHHHHHHHHHHHUHUHHHHHHHHHHHUHHHHHHHHL 2150 4000000 HHHHHHHHHHHHHUHHHHH Horns Rev Nysed ll D D D D LL TET LI HHHHHHHHHHHHHHHHHHHHHHHHHUHHHHHHHHHHHHL HHHHHHHHHHHHHHHHH 2 1 5708 44 217 HHHHHHHHHHHHHHUHHHHLH 20000 0 0 2007HHUHUHHHHHHHHHHHUHUUHHHHHHHHHHHHUL F ae dd MN Enron Wind x 7
290. well as via video conferences The aim of GL is to support the manufacturer in achieving best technical solutions and a reduced time to market for the product The DAA can be requested by the manufacturer during the certification phase at any time if desired and comes into action when questions need to be clarified obviously exceeding the normal extent of certification e g innovative verification approaches application of special materials or tests The extent is to be agreed with the manufacturer 6 Prototype Certification This certificate is issued to enable testing of prototypes and is based on design evaluation As a rule power and load measurements shall be performed at the prototype after which they shall be compared to the calculated values The location of the device is stated on the certificate and the period of validity is limited to up to 3 years The issue of the Prototype Certificate is based on successful evaluation by the certification body of e Prototype design evaluation C Design Assessment Prototype fabrication surveillance e Installation evaluation e Final acceptance commissioning inspection e Annual inspection During the prototype design evaluation C Design Assessment matters with no safety implication within the period of validity can be considered using simplified methods Design assessment is usually based on a complete plausibility check of the loads the power generating structure the machinery
291. ysis AIS Ship Traffic Analysis Design Assessment Measurements Design Assessment Design Assessment Design Assessment Design Assessment Met Mast Certification Metmast Design Assessment Marine Warranty Survey Metmast Design Assessment EU Research Project Downvind EU research Project Design Basis Design Accompanying Assessment page 2 4 42 Belgium Seanergy Thornton Bank Denmark e Horns Rev Netherlands Princess Amalia limuiden Tromp Binnen Bard NL Egmond aan Zee Sweden e Utgrunden e Kriegers Flak USA e Naikun Kanada Lake Erie Test Centre January 2011 Project Certification Risk Analysis Design Assessment Marine Warranty Survey Project Certification Marine Warranty Survey Metmast Certification Support Structure Tri Pile Foundation Plausibility Evaluation Seafastening Design Assessment Measurements Risk Analysis seismic Study Feasibility study Offshore Wind Energy Demonstration Project and test Centre page 3 4 43 Assessment of support structure concepts for January 2011 F Z Bilfinger Berger Z blin Windarc OBC Weserwind Prokon Nord INR Germanischer Lloyd Industrial Services GmbH Renewables Certification Brooktorkai 18 D 20457 Hamburg Phone 49 40 36149 0 Fax 49 40 36149 1720 glrenewables gl group com www gl group com girenewables page 4 4 44 GL Renewables Certification Offsh

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