8/3/2019 Floating Drydock

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 As the peratng regn s nt ndustrall develped,the d has t be a sel-supprtng unt. Ths hasmpated n the desgn n the llwng was:

- The d s tted wth ts wn pwer generatnand mahner sstems. All mahner s latedn the sde walls the d. As the sdewalls areept small r maxmum lear wdth nsde thed, the mahner spaes are desgned t beextremel mpat.

- Whle mst latng ds are nneted texternal resures, ths d s able t stre anddstrbute ts wn nsumables (uel and resh

 water) and stres.

- The d s tted wth ranes and repar altesas external equpment s hardl avalable n theperatng area. Ths nfuenes the arrangement  the sde walls: a gantr rane s tted n eah sde.

- The ammdatn s tted nsde the sde walls.

   G   E   N   E   R   A   L

FLoATiNG DRyDock

   V  u  y

    k   E  n  g   i  n  e  e  r   i  n  g

   R  o   t   t  e  r    d  a  m

1716

 As earl as the end 2003 chng Fu Shpbuldng  Tawan, ntrated Vu Engneerng Rtterdamr the desgn a fatng drd t be bult at ther shpard n kahsung. The d wll serveas a repar alt n the Republ Marshallislands. in ths regn shng s the man setrand therere the d s manl desgned rmantenane and repars purse seners andeeders.

our spe was the nept desgn, bas desgnand detaled engneerng the d, and part  the equpment. The d has been desgnedardng t the rules r lassatn Det Nrse Vertas.

design and engineering 

Dock particulars:

Length pntn 104.80 mBreadth extreme 28.52 m

Depth mld. 11.70 m

Docking Capacity:

Nett ltng apa t 3 500 tn

Maxmum length 96.00 m

Maxmum wdth 19.58 m

Maxmum draught 6.55 m

The arrangement/mahner the d s ptmzedr eas peratn and relablt. Ths resulted nan arrangement wth the pntn dvded nt

several tan znes, eah perated b ts wnpump rm. Fr redundan, eah pump an beb-passed t ther znes. The pumps are latednsde the pntn t maxmze the een  the ballast sstem.

 As the peratng regn s surrunded b prtetedrals, the d has been desgned t mnmzeenvrnmental pllutn. in rder t llet spra

 water rm mantenane wr, the d s tted wth a mdern blge water lletn sstem. Thsnssts ur blge wells at the rners thepntn. These wells llet all waste water rmthe d fr. Frm there the water s dstrbutedt a blge water lletng tan, whh s nnetedt a separatn unt.

 Ater sme delas n the buldng press, thed suessull perrmed ts rst dng n2007. in the llwng perd the d was usedmultple tmes at the shpard n Tawan, beausethe enm grwth requred extra altes. inths perd the wner, wth Vu EngneerngRtterdam as a nsultant, nvestgated the best sutable latn r the d. Fr several pssblelatns n the ntended lagn, we engneereda mrng sstem t whh the d wll beattahed n the uture.