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Anahtar Sözcükler: Gros tonilato, net tonilato, Birinci Simpson Yöntemi, Tonilato %HOJHVL8OXVODUDUDVÕ'HQL]FLOLNgUJW, Tonaj 69.

v

COMPARATIVE ANALYSIS OF NATIONAL AND INTERNATIONAL MEASUREMENT METHODS AND ALGORITHMS ABOUT SHIP GROSS

AND NET TONNAGE ABSTRACT

In this study, tonnage measurement was calculated according to both international and national rules which are applied by Turkish Administration. In this way, application of both methods was compared. It was explained why national tonnage is different from international tonnage. Advantages and disadvantages of both methods were discussed. Tonnage measurement of a bulk carrier, a passenger-car ferry and a wooden commercial yacht was calculated to show the differences according to types of ships. Simpson’s first method was used for calculations. Plans of the ships were attached the file called “projeler” on CD.

Keywords: Gross tonnage, Net tonnage, Simpson’s first method, Tonnage certificate, International Maritime Organization, Tonnage 69.

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hVW *YHUWH h]HULQGHNL DoÕNOÕNODUOD DOWÕQGD EXOXQDQ JHPL ERUGDODUÕQGDNL EWQ DoÕNOÕNODUVXJHoLUPH]GDLPLNDSDWPDWHUWLEDWÕLOHGRQDWÕOPÕúRODQKDYD\DYHGHQL]H maruz en üst tam güvertedir. Üst güvertesi kademeli olan bir gemide havaya ve GHQL]H PDUX] JYHUWHQLQ HQ DOoDN KDWWÕ LOH EXQXQ JYHUWHQLQ  VW NÕVPÕQD SDUDOHO RODQX]DQWÕVՁVWJYHUWHRODUDNDOÕQÕU

Yolcu:

• .DSWDQJHPLDGDPODUÕYHRJHPLQLQWLFDULIDDOL\HWLLoLQJHPLGHLVWLKGDPHGLOHQ veyaJ|UHYOHQGLULOHQúDKÕVODUGÕúÕQGDNL

• \DúÕQGDQNoNoRFXNODUGÕúÕQGDNLKHUúDKÕV\ROFXNDEXOHGLOLU

<N 0DKDOOHUL 1HW WRQLODWR KHVDEÕQD GDKLO HGLOHQ \N \HUOHUL JHmiden ERúDOWÕODFDN \NOHULQ WDúÕQPDVÕQD WDKVLV HGLOHQ NDSDOÕ \HUOHU ROXS EXQODUÕQ JURV WRQLODWRKHVDEÕQDGDKLOHGLOPHVLúDUWWÕU%XJLEL\N\HUOHULNROD\OÕNODJ|UOHELOHFHN \HUOHULQH ER\ODUÕ  PP¶GHQ D] ROPD\DQ && &DUJR &RPSDUWPHQW KDUIOHUOH GHYDPOÕNDODFDNúHNLOGHPDUNDODQDFDNWÕU

6|]OHúPH+NPOHULQH*|UH*URVYH1HW7RQLODWRQXQ7D\LQL 2.3.1 Gros Tonilatonun Tayini

%LUJHPLQLQJURVWRQLODWRVX*7DúD÷ÕGDNLIRUPOLOHWD\LQHGLOHFHNWLU

V K GT = ₁

Bu formülde;

V= Geminin kapaOÕ\HUOHULQLQPHWUHNSRODUDNWRSODPKDFPLQL

V

K

₁

=

0

,

2

+

0

,

02

log

₁₀ (veya Tablo 2.1’de gösterilen) formülü ile

2.3.2 Net Tonilatonun Tayini %LUJHPLQLQQHWWRQLODWRVX17DúD÷ÕGDNLIRUPOLOHWD\LQHGLOHFHNWLU       ₊ +       = 10 3 4 2 1 3 2 2 K N N D d V K NT C Bu formülde; 2 3 4       D d IDNW|UELUµGHQE\NDOÕQPD\DFDNWÕU 2 2 3 4       D d V K C WHULPL*7¶GDQNoNDOÕQPD\DFDNWÕU NT*7¶GDQNoNDOÕQPD\DFDNWÕU

Vc = Yük yerlerinin metreküp olarak toplam hacmini,

C

V

K₂ =0,2+0,02log₁₀ formülü ile hesaplanan (veya Tablo 2.1’de gösterilen) NDWVD\Õ\Õ

(

)

10000 10000 25 , 1 3 + = GT K IRUPOLOHKHVDSODQDQNDWVD\Õ\Õ D .DOÕSGHULQOL÷LQL d 0HWUHRODUDNJHPLQLQRUWDVÕQGDNLNDOÕSVXoHNLPLQL

N2 'L÷HU\ROFXVD\ÕVÕQÕ

N1 + N2  *HPLQLQ \ROFX EHOJHVLQGH J|VWHULOHQ WDúÕPDVÕQD L]LQ YHULOHQ \ROFX VD\ÕVÕQÕN1+N2¶GHQD]ROGX÷XWDNGLUGHN1 ve N2VÕIÕUDOÕQDFDNWÕU

GT = Geminin gros tonilatosunu ifade eder.

Tablo 2.1 K1 ve K2 kDWVD\ÕODUÕ V veya VC (m3) K1 veya K2 V veya VC (m3) K1 veya K2 10 0,2200 45000 0,2931 20 0,2260 50000 0,2940 30 0,2295 55000 0,2948 40 0,2320 60000 0,2956 50 0,2340 65000 0,2963 60 0,2356 70000 0,2969 70 0,2369 75000 0,2975 80 0,2381 80000 0,2981 90 0,2391 85000 0,2986 100 0,2400 90000 0,2991 200 0,2460 95000 0,2996 300 0,2495 100000 0,3000 400 0,2520 110000 0,3008 500 0,2540 120000 0,3016 600 0,2556 130000 0,3023 700 0,2569 140000 0,3029 800 0,2581 150000 0,3035 900 0,2591 160000 0,3041 1000 0,2600 170000 0,3046 2000 0,2600 180000 0,3051 3000 0,2695 190000 0,3056 4000 0,2720 200000 0,3060 5000 0,2740 210000 0,3064 6000 0,2756 220000 0,3068 7000 0,2769 230000 0,3072 8000 0,2781 240000 0,3076 9000 0,2791 250000 0,3080 10000 0,2800 260000 0,3083 15000 0,2835 270000 0,3086 20000 0,2860 280000 0,3089 25000 0,2880 290000 0,3092 30000 0,2895 300000 0,3095 35000 0,2909 310000 0,3098 40000 0,2920 320000 0,3101

Tablo 2.¶LQGHYDPÕ V veya VC (m3) K1 veya K2 V veya VC (m3) K1 veya K2 330000 0,3104 670000 0,3165 340000 0,3106 680000 0,3166 350000 0,3109 690000 0,3168 360000 0,3111 700000 0,3169 370000 0,3114 710000 0,3170 380000 0,3116 720000 0,3171 390000 0,3118 730000 0,3173 400000 0,3120 740000 0,3174 410000 0,3123 750000 0,3175 420000 0,3125 760000 0,3176 430000 0,3127 770000 0,3177 440000 0,3129 780000 0,3178 450000 0,3131 790000 0,3180 460000 0,3133 800000 0,3181 470000 0,3134 810000 0,3182 480000 0,3136 820000 0,3183 490000 0,3138 830000 0,3184 500000 0,3140 840000 0,3185 510000 0,3142 850000 0,3186 520000 0,3143 860000 0,3187 530000 0,3145 870000 0,3188 540000 0,3146 880000 0,3189 550000 0,3148 890000 0,3190 560000 0,3150 900000 0,3191 570000 0,3151 910000 0,3192 580000 0,3153 920000 0,3193 590000 0,3154 930000 0,3194 600000 0,3156 940000 0,3195 610000 0,3157 950000 0,3196 620000 0,3158 960000 0,3196 630000 0,3160 970000 0,3197 640000 0,3161 980000 0,3198 650000 0,3163 990000 0,3199 660000 0,3164 1000000 0,3200

V veya Vc µQLQ DUD GH÷HUOHUL LoLQ .1 ve K2 NDWVD\ÕODUÕ HQWHUSRODV\RQ \ROX LOH

*URV9H1HW7RQLODWR+HVDEÕøoLQ$oÕNODPDODU 2.4.1. Güverte Boyunun Bölünmesi

Güverte boyu 24.00 –PDUDVÕQGDLVH 8, Güverte boyu 50.00 – 75.00 m. arasÕQGDLVH 10,

Güverte boyu 75.00 –PDUDVÕQGDLVH 12, Güverte boyu 100.00 –PDUDVÕQGDLVH 14,

Güverte boyu 125.00 –PDUDVÕQGDLVH 16, Güverte boyu 150.00 –PDUDVÕQGDLVH 18,

Güverte boyu 175 m.den fazla ise 20 HúLWSDUoD\DE|OQU

øONLNLYHVRQLNLNHVLWOHUDUDVÕQGD\DUÕPNHVLWOHUGHDOÕQÕU 2.4.2 Ambar Boyunun Bölünmesi

Ambar boyu 35.00 m.den az ise 6,

Ambar boyu 35.00 m.den fazla ise HúLWSDUoD\DE|OQU *YHUWHYH$PEDU'HULQOL÷LQLQgOoOPHsi

*YHUWH DOWÕ KHVDEÕQGD JYHUWH \NVHNOL÷L RPXUJD VDoÕQÕQ VWQGHQ DPEDU KDFLPOHULKHVDEÕQGDJYHUWH\NVHNOL÷LLoGLSVDoÕQÕQVWQGHQH÷HUIDUúYDUVDIDUú WDKWDODUՁ]HULQGHQJYHUWHVDoÕQÕQDOWÕQGDNLH÷LPLQ¶QHNDGDU|OoOU

'HULQOL÷Ln Bölünmesi

*YHUWHDOWÕQGD Ambarda

Derinlik 5 m.den az ise 5 4 Derinlik 10 m.den az ise 7 6

Derinlik 10 m.den fazla ise 9 8 HúLWSDUoD\DE|OQU

*YHUWH DOWÕ KDFLP KHVDEÕQGD RPXUJDQÕQ VWQGHNL LON NHVLWWH \DUÕP NHVLW DOÕQDFDNWÕU

PGHQD]GHULQOLNOHULoLQHúLWSDUoD\DE|OQHUHNKHVDS\DSÕOÕU 'L÷HU+XVXVODU

.DVDUDODU VHWOHU YH WUDQNODUÕQ KDFLPOHUL \NVHNOL÷LQ RUWDVÕQGDQ JHoHQ KDWWÕQ DODQÕQÕQRUWDODPD\NVHNOLNOHoDUSÕPÕLOHEXOXQXU

*HRPHWULN úHNLOOL \HUOHULQ KDFLPOHUL JHRPHWULN úHNOLQ KHVDS WDU]Õ NXOODQÕODUDN bulunur.

$PEDUKDFLPOHULQLQKHVDEÕQGDERUGDODUGD\NJLUPH\HFHNúHNLOGHWHUWLSHGLOPLú WUL]WDKWDL]RODV\RQJLELPDO]HPHOHUYDUVDEXQODUÕQKDFLPOHULDOÕQPD]

$OWÕ DoÕN DPEDU NDSDNODUÕQÕQ KDFLPOHUL \N \HUOHULQLQ KDFPLQH GDKLO HGLOLU (Anonim, 1979)

%LULQFL6LPSVRQ.XUDOՁoRUGLQDWNXUDOÕYH\D.HSOHUIÕoÕNXUDOÕ

+HP EX E|OPGH DQODWÕODQ 6|]OHúPH NXUDOODUÕQD J|UH \DSÕODQ tonilato hesaplamalarÕQda, hem de Ticaret Gemilerinin ToQLODWRODUÕQÕgOoPH7]÷Birinci gOoPH .XUDOÕQD J|UH \DSÕODQ tonilato hesaplamalarÕQGD %LULQFL 6LPSVRQ .XUDOÕ X\JXODQÕU

%LULQFL 6LPSVRQ .XUDOÕQGD, her seferinde üç noktadan 2. derecede bir polinom HQWHUSRODV\RQX \DSÕODUDN sonuç HOGH HGLOLU (úLW DUDOÕNOÕ x , 1 x1+h, x1+2h

NRQXPODUÕQGDy , 1 y , 2 y3IRQNVL\RQGH÷HUOHULYHULOPHNWHGLU

∫

+ h x x ydx 2 1 1 DODQÕLoLQHQWHJUDV\RQIRUPODúD÷ÕGDNLJLELoÕNDUÕOÕU

x (NVHQL ER\XQFD WP H÷ULQLQ NDOGÕUÕOGÕ÷Õ GúQOUVH HQWHJUDV\RQ VÕQÕUODUÕ

GH÷LúHFHN IDNDW DODQ GH÷LúPH\HFH÷LQGHQ EDVLWOHúWLUPH LoLQ x1 =0DODOÕP E|\OHFH

HQWHJUDV\RQDUDOÕ÷ÕYH\DVWVÕQÕUÕ h2 olur. Newton enterpolasyon yöntemine göre, enterpolasyon fonksiyonu, 1 2 1 1 2 . 1 ) 1 ( / y h x h x y h x y Y ∆ − + ∆ + = olur. Burada; 1 2 1 y y y = − ∆ 2 3 2 y y y = − ∆ 1 2 3 1 2 1 2 2y y y y y y =∆ −∆ = − + ∆

1 y ∆ ve 1 2 y ∆ ¶LQGH÷HUOHUL\XNDUÕGD\HULQHNRQXODUDN ) 2 ( 2 ) ( ) ( 2 1 2 3 2 1 1 y y y h h x x y y h x y Y = + − + − − + bulunur. <HQLHQWHJUDV\RQVÕQÕUODUÕQDJ|UHIRQNVL\RQDúD÷ÕGDNLELoLPGH\D]ÕOÕU

∫

∫

= + h h x x Ydx ydx 2 0 2 1 1

(

) (

)(

y y y

)

dx h h x x y y h x y Ydx h h

∫

∫

= _ + − + − − + _ 2 0 1 2 3 2 1 2 1 2 0 2 2 = h x x hx x h y y y x h y y x y 2 0 2 3 2 1 2 3 2 1 2 1 2 3 2 2 2 = =       − + − + − + =       ₋ + − + − + 3 2 2 1 2 3 2 1 2 1 4 2 8 3 1 2 2 4 2 2 h h h h y y y h h y y hy ) 4 ( 3 1 3 2 1 2 0 y y y h Ydx h + + =

∫

bulunur.

%X %LULQFL 6LPSVRQ .XUDOÕ RODUDN ELOLQHQ |QHPOL ELU QPHULN HQWHJUDV\RQ formülüdür.

Birinci SLPSVRQ.XUDOÕJHRPHWULNRODUDNùHNLO¶GHNL biçimde gözükür: Burada A1DODQÕQÕQVWVÕQÕUÕGHUHFHELUSDUDERORlarak kabXOHGLOPLúWLU

ùHNLO%LULQFLVLPSVRQNXUDOÕQÕQJHRPHWULNJ|VWHULPL

(

)

_   _{− +} = 2 1 3 1 2 1 2 3 2 y y y h A ) ( 2 1 3 1 2 y y y y_d = − + ) ( 1 3 2 h y y A = +

( )

= + ≈ _ − − + + _

∫

+ 3 1 3 1 2 2 1 2 3 2 3 2 3 4 1 1 y y y y y h A A dx x y h x x =

(

1 4 2 3

)

3 1 y y y h + + (÷HUELUIRQNVL\RQXQELUoRNQRNWDODUÕEHOLUOLYHEXQRNWDODUDUDVÕQGDNLX]DNOÕNODU LNLúHULNLúHUHúLWVHOHUIRQNVL\RQDOWÕQGDNDODQDODQoLIWúHULWOHULQDODQODUÕQÕQELUELULQH ilavesi ile bulunur.

                    + + + + + + ≈ =

_∫

. . . 4 4 4 3 6 5 4 4 3 2 2 1 0 0 y y y y y y y y y h ydx A L

[

0 4 1 2 2 4 3 2 4 ... 2 ( 2) 4 ( 1) 0

]

3 y y y y y y y y h A= + + + + + + _n− + _n− + )DUNOÕDUDOÕNOÕoLIWúHULWOHULoLQDODQ 1 ) 1 ( ) 1 ( 5 4 3 3 3 2 1 1 _{( 4} 3 ... ) 4 ( 3 ) 4 ( 3 − + − + + + + + + + + + ≈ = n n n n y y y h y y y h y y y h ydx A %XIRUPOQX\JXODQDELOPHVLLoLQDUDOÕNVD\ÕVÕQÕQoLIWYH\DRUGLQDWVD\ÕVÕQÕQWHN ROPDVÕJHUHNLU(÷HUy

( )

x GHUHFHELUSROLQRPLVHH÷ULDOWÕQGDNDODQDODQ6LPSVRQ

NXUDOÕ LOH GR÷UX RODUDN KDWDVÕ] EXOXQPDNWDGÕU y

( )

x  oQF GHUHFH ELU H÷UL

ROGX÷XQGDGD6LPSVRQ.XUDOÕDODQÕKDWDVÕ]RODUDNYHULUùHNLO bunu geometrik olarak göstermektedir.

2 1 A

A = ,

∫

∫

+ + = h x x h x x dx P dx P 2 2 3 2 1 1 1 1 2KDOGH%LULQFL6LPSVRQ.XUDOՁoQFYHGDKDGúNGHUHFHOLIRQNVL\RQODULoLQ KDNLNLDODQÕYHULUA1DODQÕQÕQVWVÕQÕUH÷ULVL 2 2 1 0 a x a x a

y= + + gibi ikinci derece

17

BÖLÜM ÜÇ

7ø&$5(7*(0ø/(5ø1ø1721ø/$72/$5,1,g/d0(7h=höh %ø5ø1&ø ÖLÇME KURALI

%X %|OPGH EHOLUWLOHQ WDQÕPODU IRUPOOHU YH DoÕNODPDODU 14 Mart 1966 tarihli “Ticaret GHPLOHULQLQ7RQLODWRODUÕQÕgOoPH7]÷´QGHQDOÕQWÕ\DSÕOPÕúWÕU

3.1 BirincigOoPH.XUDOÕQÕQ.DSVDPÕ

JURVWRQLODWRGDQNoNJYHUWHOLDKúDSJHPLOHUGÕúÕQGDNLWP7UNED\UDNOÕ gemilerin ölçülmesinde BirincigOoPHNXUDOÕX\JXODQÕUJURVtonilatodan küçük JYHUWHOLDKúDSJHPLOHU7LFDUHW*HPLOHULQLQ7RQLODWRODUÕQÕgOoPH7]÷QGHNLo ER\XWNXUDOÕQDJ|UH|OoOU$QFDNXOXVODUDUDVÕVHIHUE|OJHVLQGHoDOÕúDFDNYH *HPLOHULQ7RQLODWRODUÕQÕ gOoPH0LOOHWOHUDUDVÕ 6|]OHúPHVL NDSVDPÕQD JLUHn gemiler BirincigOoPH.XUDOÕQDJ|UH|OoOHPH]

3.2 BirincigOoPH.XUDOÕQGD.XOODQÕODQgQHPOL7HULPOHULQ7DQÕPODUÕ

7RQLODWR*HPLOHULQLoKDFLPOHULQLQLIDGHVLQGHNXOODQÕODQYHP3 _{(100 ft}3_)’e

HúLWKDFLPELULPLQHGHQLU

Tonilato Güvertesi: Üçten az JYHUWHOL JHPLOHUGH HQ VW JYHUWH\H EWQ GL÷HU JHPLOHUGH DOWWDQ LNLQFL JYHUWH\H WRQLODWR JYHUWHVL EX JYHUWHQLQ DOWÕQGD NDODQ KDFPHGHJYHUWHDOWÕWRQLODWRVXGHQLU

hVW*YHUWH+DYD\DPDUX]EWQDoÕNOÕNODUÕYHERUGDODUÕGDLPLNDSDWPDWHUWLEDWÕ iOHGRQDWÕOPÕúEXOXQDQYHDoÕNOÕNODUÕEXOXQPD\DQHQVWWDPJYHUWH\HGHQLU

7DP *YHUWH 6DELW JYHUWH NHPHUHOHUL ]HULQH ED÷OÕ EXOXQDQ VDELW YH GHYDPOÕ JYHUWHGLU 0DNLQH YH ND]DQ GDLUHOHULQH DLW DoÕNOÕNODU NRIHUGDPODU SLN WDQNODUÕ DPEDUD÷Õ]ODUÕD\GÕQOÕNYHJLULúNDSRUWDODUÕWUDQNODUYHEHQ]HUL\HUOHUGHNLNHVLNOLNOHU

JYHUWHQLQ GHYDPOÕOÕ÷ÕQÕ ER]PD] 7RQLODWR JYHUWHVL LOH VW JYHUWHQLQ WD\LQ YH WHVSLWLQGHWDPJYHUWHOHUGLNNDWHDOÕQÕU

7HVFLO %R\X %Dú ERGRVODPDQÕQ HQ \NVHN QRNWDVÕQÕQ |Q \]QGHQ NÕo ERGRVODPDQÕQDUND\]QHNDGDURODQPHVDIHGLU.ÕoERGRVODPDVÕEXOXQPD\DQYH\D EDODQVOÕ GPHQ LOH GRQDWÕOPÕú JHPLOHUGH WHVFLO ER\X EDú ERGRVODPDQÕQ HQ \NVHN QRNWDVÕQÕQ|Q\]QGHQGPHQER÷D]ÕQDNDGDURODQPHVDIHGLU

7HVFLO(QL*HPLQLQHQJHQLú\HULQGHNDSODPDODUGÕúÕQGDQ|OoOHQPHVDIHGLU 7HVFLO'HULQOL÷L7HVFLOER\XQXQRUWDVÕQGDYHJHPLQLQVLPHWULG]OHPLQGHWRQLODWR JYHUWHVLDOW\]QGHQG|úHNOHULQYH\DGDEÕOERWXPXQVWQHYH\DYDUVDG|úHNYH\D GDEÕOERWXP]HULQGHNLIDUúWDKWDODUÕQÕQ]HULQe kadar olan mesafedir.

Gros Tonilato: Gros tonilato;

D7RQLODWR*YHUWHVLDOWÕQGDNLKDFPLQ

E7RQLODWRJYHUWHVL]HULQGHNLJYHUWHOHUDUDVÕQGDNLKDFPLQ

c) Üst güvertede bulunan ve yük veya malzeme koymaya, yolcu veya PUHWWHEDWÕQ \DWPDVÕQD YH\D RWXUPDVÕQD HOYHULúOL VDELW NDSDOÕ PDKDOOHULQ hacimlerinin,

G$PEDUHúLNOHULID]ODOÕ÷ÕQÕQWRSODPÕQDGHQLU

Net Tonilato: Geminin gros tonilatosundan Bölüm 3.3’de belirtilen hükümler çerçevesinde \DSÕODFDN LQGLULPOHUGHQ VRQUD HOGH HGLOHQ KDFPH QHW WRQLODWR (rüsum tonilato) denir.

3.3 Gros YH1HW7RQLODWR+HVDEÕøoLQ$oÕNODPDODU

Güverte (Ölçü) Boyu: Ölçmeye esas olmak üzere tonilato güvertesi boyunun WHVSLWLJHUHNLU%XER\WRQLODWRJYHUWHVLQLQDOW\]QGH YHRUWDKDWWÕQGDSRVWDLo D÷Õ]ODUÕQÕQX]DQWÕVÕQÕQEDúWDYH\DNÕoWDELUOHúWL÷LQRNWDODUDUDVÕQGDNLPHVDIHGLU

Tonilato güvertesi boyu yani ölçü boyu, uygulamada güvertenin üst yüzünden |OoOU%RGRVODPDQÕQH÷LPLQGHQYHJYHUWHNDOÕQOÕ÷ÕQGDQGROD\ÕJHUHNHQG]HOWPH \DSÕODUDN JYHUWH ER\XQXQ QLKDL QRNWDODUÕ JYHUWH ]HULQGHQ LúDUHWOHQGLNWHQ VRQUD EXQRNWDODUDUDVÕQGDNLPHVDIHG]ELUKDW]HULQGHQ|OoOHUHNWHVSLWHGLOLU

Güverte Boyunun Bölünmesi:

Güverte boyu 15 m. veya daha az olursa 4 Güverte boyu 15.00 –P$UDVÕQGDLVH 6 Güverte boyu 35.00 –_{P$UDVÕQGDLVH 8}

Güverte boyu 55.00 –P$UDVÕQGDLVH 10 Güverte boyu 70 m.den fazla ise 12 HúLWSDUoD\DE|OQUYHJYHUWH]HULQGHLúDUHWOHQLU

Geminin GDEÕOERWXPVWVHYL\HOHULIDUNOÕLVHYH\DELUNÕVPÕGDEÕOERWXPOX ELUNÕVPÕ G|úHNOLLVHKHUNÕVPÕQKDFPLD\UÕD\UÕ bulunarak daha sonradan birbirine eklenmek ]HUHER\ODUÕD\UÕD\UÕ|OoOUYH\XNDUÕGDNLHVDVDJ|UHHúLWNÕVÕPODUDE|OQU

Derinlikler:

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Makine dairesi tonilatosu:

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Makine mahallinin ölçülmesi:

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Bu suretle bulunan derLQOLN HQ YH ER\XQ ELUELUL LOH oDUSÕPÕ VRQXFX PDNLQH mahallinin hacmini verir.

Makine mahalli boyu:

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Gros tonilatodan indirilecek mahaller:

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• Yürütme makinesi mahalleri,

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• 0DNLQHPDKDOOLQLQKDFPLJHPLQLQJURVWRQLODWRVXQXQ¶YHGDKDID]ODVÕ LVH\DSÕODFDNLQGLULPJURVWRQLODWRQXQVLGLU

• 0DNLQH PDKDOOLQLQ KDFPL JURV WRQLODWRQXQ   QGHQ D] LVH \DSÕODFDN LQGLULPRUDQOÕRODUDND]DOWÕOÕU

• Yedek çekmekte kulODQÕODQU|PRUN|UOHUGÕúÕQGDEWQGL÷HUJHPLOHUGHPDNLQH PDKDOOLLoLQ\DSÕODFDNLQGLULPJURVWRQLODWRGDQGL÷HULQGLULPOHUoÕNDUÕOGÕNWDQ VRQUDNDODQPLNWDUÕQ¶LQLJHoHPH]<HGHNoHNPHNWHQEDúNDPDNVDWODUOD NXOODQÕODQU|PRUN|UOHUGHGHEXWDKGLGHULD\HW edilir. .DSWDQYHJHPLDGDPODUÕQÕQLVWLUDKDWYHLKWL\DoODUÕLoLQWDKVLVHGLOHQPDKDOOHU .DSWDQYHJHPLDGDPODUÕQÕQLVWLUDKDWYHLKWL\DoODUÕLoLQD\UÕODQPDKDOOHUPDNXO E\NONWHPDNVDGDX\JXQYHNLID\HWOLúHNLOGHLQúDHGLOPLúEXOXQPDOÕGÕU

Bu mahallHUH NDSWDQ YH JHPL DGDPODUÕ WDUDIÕQGDQ NXOODQÕODQ \DWDN PDKDOOHUL \HPHN VDORQODUÕ YH \ÕNDQPD \HUOHUL \D÷PXUOXN YH PXúDPEDODUÕQ PXKDID]DVÕ LoLQ D\UÕODQ\HUOHUR\XQYHH÷OHQFHVDORQODUÕUHYLUOHUYHHF]DRGDODUÕNX]LQHOHUHNPHN SLúLUPHPDKDOOHULLOHEX\HUOHUHJLULSoÕNPDNLoLQNXOODQÕODQNRULGRUODUGDKLOGLU

.XPDQ\DOÕNODU

.DSWDQ YH PUHWWHEDWÕQ VÕYÕ YH NDWÕ NXPDQ\DVÕQÕQ \HUOHúWLULOPHVL LoLQ D\UÕODQ \HUOHU|]HORODUDNLQúDHGLOPLúROPDNYHNHVLQOLNOHJHUHNOLEXOXQPDNúDUWÕ\ODJURV tonilatodan indirilirler. Ancak, bu indirimin müsaade edilen miktar hiç bir zaman NDSWDQYHPUHWWHEDWLoLQ\DSÕOPÕúGL÷HULQGLULPOHULQLQGHQID]ODRODPD]

Yelken istif mahalleri:

*URVWRQLODWRGDQLQGLULOHFHNRODQ\HONHQLVWLIPDKDOOHUL\DOQÕ]\HONHQOH\UWOHQ gePLOHUGH\HONHQLVWLILLoLQD\UÕODQYHEXPDNVDWODNXOODQÕODQPDKDOOHUROXS\HWHUOL úHNLOGHLQúDHGLOPLúRODFDNWÕU

<HONHQLVWLIPDKDOOHULLoLQ\DSÕODFDNLQGLULPJHPLQLQJURVWRQLODWRVXQXQ undan fazla olamaz.

'PHQ ÕUJDW YH GHPLU GRQDQÕPÕQÕQ oDOÕúWÕUÕOPDVÕ LoLQ NXOODQÕODQ PDKDOOHU zincirlikler:

'PHQ ÕUJDW YH GHPLU GRQDQÕPÕQÕQ oDOÕúWÕUÕOPDVÕ LoLQ NXOODQÕODQ PDKDOOHU YH ]LQFLUOLNOHUVWJYHUWHGHQ\XNDUÕGDEXOXQX\RUODUVDJURVWRQLODWR\DGDKLOHGLOPH]OHU YH GROD\ÕVÕ\OD LQGLULPOHUL GH EDKLV NRQXVX ROPD] hVW JYHUWHQLQ DúD÷ÕVÕQGD EXOXQX\RUODUVDD\UÕD\UÕ|OoOHUHNJURVWRQLODWRGDQLQGLULOLUOHU

+DULWDYHWHOVL]NDPDUDODUÕIHQHUOLNOHUSRUWXoODU

+DULWDODUÕQLúDUHWOHPHGHNXOODQÕODQDOHWYHYDVÕWDODUÕQÕQYHGL÷HUVH\LUFLKD]ODUÕQÕQ muhafaza ediOGL÷LKDULWDNDPDUDODUÕVH\LUHVQDVÕQGDNXOODQÕODQIHQHUOHULQPXKDID]D HGLOGL÷L PDKDOOHU YH SRUWXoODU JURV WRQLODWR\D GDKLO ROGXNODUÕQGDQ LQGLUPH\H WDEL tutulurlar. +DULWDODULoLQNDSWDQNDPDUDVÕYH\DVDORQGDQEDúNDX\JXQ\HUEXOXQPD\DQNoN gemilerdeoWRQLODWR\XJHoPHPHN]HUHNDPDUDYH\DVDORQXQ\DUÕVÕQÕQEXDPDo LoLQD\UÕOPDVÕQDPVDDGHHGLOHELOLU 3RUWXoLoLQ\DSÕODFDNLQGLULPDúD÷ÕGDNLFHWYHOGHEHOLUWLOHQVÕQÕUODUÕJHoHPH] Tablo 3.13RUWXoLQGLULPLQLQJURVWRQLODWR\DJ|UHD]DPLGH÷HUOHUL øQGLULPLQD]DPLVÕQÕUÕ Geminin gros tonilatosu

(GT) Gros tonilatonun yüzdesi Tonilato GT > 20000 1/2 125 20000 > GT > 10000 3/4 100 10000 > GT > 2000 1 75 2000 > GT > 1000 3/2 20 1000 > GT > 500 2 15 500 > GT > 150 5/2 10 GT < 150 -- 3

TablodakL\]GHYHWRQLODWRPLNWDUODUÕQGDQKDQJLVLNoNVHRPLNWDUD]DPLVÕQÕU olarak kabul edilir.

7HOVL] WHOJUDI WHVLVDWÕ EXOXQDQ JHPLOHUGH FLKD]ODUÕQ EXOXQGX÷X PDKDOOLQ KDFPL PDNXO E\NONWH ROPDN DPDFD X\JXQ YH \HWHUOL úHNLOGH LQúD HGLOPLú EXOXQPDN ND\GÕyla, gros tonilatodan indirilir.

<DUGÕPFÕPDNLQHYHND]DQPDKDOOHUL

*HPLOHUGHNL\DUGÕPFÕPDNLQHYHND]DQÕQEXOXQGX÷XPDKDOOHULQJURVWRQLODWRGDQ LQGLULOPHVLQGHDúD÷ÕGDNLHVDVODUX\JXODQÕU

• $GÕ JHoHQ PDKDOOHU PDNLQH GDLUHVL LoHULVLQGH EXOXQX\RU YH DQD makine ile ELUOLNWHNXOODQÕOÕ\RUVDEXPDKDOOHUPDNLQHGDLUHVLQLQELUNÕVPÕQÕWHúNLOHGHUYH D\UÕELULQGLUPHNRQXVXROPD]

• <DUGÕPFÕ ND]DQ VW JYHUWHQLQ \XNDUÕVÕQGD NDSDOÕ ELU \DSÕ LoLQGH LVH YH DQD PDNLQHLOHLUWLEDWOÕGH÷LOVHHVDVHQEXPDKDOJURVWRQLODWR\DJLUPH\HFH÷LQGHQ indirilemez.

• <XNDUÕGD EDKVHGLOHQ IÕNUDODU GÕúÕQGD NDODQ KDOOHUGH JHPLQLQ SRPSDODUÕ LOH LúWLUDNL RODQ \DUGÕPFÕ PDNLQH YH ND]DQÕQ LúJDO HWWL÷L PDKDOOHU PDNXO E\NONWH ROPDN DPDFD X\JXQ YH \HWHUOL úHNLOGH LQúD HGLOPLú EXOXQPDN ND\GÕ\ODJURVWRQLODWRGDQLQGLULOLUOHU

hVWJYHUWHGHQDúD÷ÕGDEXOXQDQSRPSDGDLUHOHUL

*YHUWH DOWÕQGD JHPLQLQ DQD SRPSDODUÕQÕQ EXOXQGX÷X PDKDOOHU PDNLQH GDLUHVL |OoVQHGDKLOHGLOPHPLúVHJURVWRQLODWRGDQLQGLULOLUøQGLULOHFHNPLNWDUSRPSDODUÕQ EHUDEHU LúJDO HWWL÷L YH oDOÕúWÕUÕOPDODUÕ YH EXUD\D JLULOLS oÕNÕOPDVÕ LoLQ JHUHNOL RODQ mahallerden fazla olamaz.

Bölmelerinde VÕYÕ\NWDúÕ\DQJHPLOHUGHNLSRPSDGDLUHOHULLoLQ\DSÕODFDNLQGLULP Tablo3.2’deEHOLUWLOHQVÕQÕUODUÕJHoHPH]

Tablo 3.23RPSDGDLUHOHULLoLQ\DSÕODFDNLQGLULPLQD]DPLGH÷HUOHUL

øQGLULPLQD]DPLKDGGL

Geminin gros tonilatosu Gros tonilatonun yüzdesi Tonilato

3000’den büyük 0,9 --

3000’den büyük 1500’den küçük 1,2 27

1500’den büyük 500’den büyük 2 18

500 ve daha küçük 4 10

7DEORGDNL\]GHYHWRQLODWRPLNWDUODUÕQGDQKDQJLVLNoNVHEXPLNWDUD]DPLKDG olarak kabul edilir.

%DODVWVX\XWDQNODUÕ'DEÕOERWXPWDQNODUÕGÕúÕQGD

'DEÕOERWXPWDQNODUÕGÕúÕQGDGDEÕOERWXPVWVHYL\HVLQGHQ\XNDUÕGDNLEDúYHNÕo SLN WDQNODUÕ GDKLO VW JYHUWHGHQ DúD÷ÕGD EXOXQDQ EWQ EDODVW WDQNODUÕ DúD÷ÕGDNL úDUWODUÕVD÷ODGÕNODUÕWDNGLUGHJURVWRQLODWRGDQLQGLULOLUOHU

• BalDVWVX\XLoLQD\UÕOPÕúEXOXQPDODUÕ

• øoHUOHULQH QRUPDO ER\XWWD ELU PHQKROGHQ JLULOPHVL PHQKRO RYDO úHNLOGH LVH boyutu 61× VDQWLPHWUH\L GDLUH úHNOLQGH LVH oDSÕ  VDQWLPHWUH\L geçmemelidir).

Tablo 3.3*URVWRQLODWR\]GHVL\|QQGHQEDODVWVX\XWDQNODUÕLoLQ\DSÕODFDNLQGLULPLQD]DPLPLNWDUÕ Gros Tonilato Yüzde Gros Tonilato Yüzde Gros Tonilato Yüzde Gros Tonilato Yüzde 1000 ve daha az 19,00 3300 15,85 6200 12,59 10800 9,03 1100 18,85 3400 15,73 6400 12,39 11000 8,92 1200 18,71 3500 15,60 6600 12,20 11200 8,82 1300 18,56 3600 15,48 6800 12,01 11400 8,71 1400 18,42 3700 15,35 7000 11,83 11600 8,61 1500 18,27 3800 15,23 7200 11,65 11800 8,52 1600 18,12 3900 15,11 7400 11,47 12000 8,43 1700 17,99 4000 14,99 7600 11,30 12200 8,34 1800 17,85 4100 14,87 7800 11,13 12400 8,26 1900 17,71 4200 14,75 8000 10,96 12600 8,18 2000 17,57 4300 14,64 8200 10,80 12800 8,10 2100 17,43 4400 14,52 8400 10,64 13000 8,03 2200 17,29 4500 14,41 8600 10,48 13200 7,96 2300 17,16 4600 14,29 8800 10,33 13400 7,90 2400 17,02 4700 14,18 9000 10,19 13600 7,84 2500 16,89 4800 14,06 9200 10,04 13800 7,78 2600 16,76 4900 13,95 9400 9,91 14000 7,73 2700 16,62 5000 13,84 9600 9,77 14200 7,68 2800 16,49 5200 13,62 9800 9,64 14400 7,64 2900 16,36 5400 13,41 10000 9,51 14600 7,59 3000 16,23 5600 13,20 10200 9,38 14800 7,55 3100 16,11 5800 12,99 10400 9,26 3200 15,98 6000 12,79 10600 9,14 15000 ve daha büyük 7,50

34

BÖLÜM DÖRT

8/86/$5$5$6,9(8/86$/.85$//$5$*g5(721ø/$72 +(6$%,1,1*(0ø/(5(8<*8/$10$6,

7RQLODWRKHVDEÕ X\JXODPDVÕ RODUDNELUDGHW '|NPH <NJHPLVLELUDGHW \ROFX-DUDED IHULERWX YH ELU DGHW JXOHW WDU]Õ DKúDS WLFDUL \DWÕQ WRQLODWR KHVDSODPDODUÕ 8OXVODUDUDVÕ NXUDOODUD J|UH LQFHOHQHFHNWLU '|NPH \N JHPLVLQLQ D\QÕ ]DPDQGD XOXVDONXUDOODUDJ|UHGHWRQLODWRKHVDSODPDODUÕLQFHOHQHFHNWLU

'|NPH<N*HPLVLQLQ7RQLODWR+HVDEÕ

Tablo 4.1 Geminin genel özellikleri

Tam Boy (LOA) 87,01 m.

*HQLúOLN% 13,60 m.

Derinlik (D) 6,80 m.

Omurga Tarihi 16.02.1977

Sefer Bölgesi 8OXVODUDUDVÕ

- Limitsiz

6|] NRQXVX JHPLQLQ WHVFLO ER\X  P¶GHQ E\N ROGX÷XQGDQ YH XOXVODUDUDVÕ VXODUGDVH\LU\DSDFD÷ÕQGDQ GROD\Õ 6|]OHúPHKNPOHULQH J|UH tonilato ölçümlerini \DSWÕUDUDN0LOOHWOHUDUDVÕ7RQLODWR%HOJHVLDOPDN]RUXQGDGÕU$\UÕFDRPXUJDWDULKL Temmuz 1982’den |QFH ROGX÷XQGDQ GROD\Õ %LULQFL gOoPH .XUDOÕQD J|UH GH ölçülerek, ulusal gros tonilatoGH÷HUL0LOOHWOHUDUDVÕ7RQLODWR%HOJHVLQH\D]ÕOPDOÕGÕU '|NPH<N*HPLVLQLQ8OXVODUDUDVÕ7RQLODWR+HVDEÕ

*HPLQLQ WHVFLO ER\X  P RODUDN |OoOPúWU gQFHOLNOH JHPLQLQ NHVLW DODQODUÕQÕ YH GDKD VRQUDGD EX NHVLW DODQODUÕQÕ NXOODQDUDN JYHUWH DOWÕQÕQ KDFPLQL KHVDSODQDFDNWÕU+HVDSODPDODUVÕUDVÕQGDBirinci 6LPSVRQ.XUDOÕX\JXODQDFDNWÕU

.HVLW$ODQODUÕQÕQ+HVDSODQPDVÕ

*YHUWH%R\X/ PRODUDN|OoOPúROXSNXUDOJHUH÷LJYHUWHER\X P¶GHQ E\N YH  P¶GHQ NoN LVH  HúLW SDUoD\D E|OQPHVL JHUHNWL÷LQGHQ GROD\Õ JHPLQLQ JYHUWH ER\X  HúLW SDUoD\D E|OQHUHN NHVLWOHU ROXúWXUXOXU %R\ NHVLW HQ NHVLW YH RUWD NHVLW SODQODUÕQGDQ \DUDUODQDUDN KHU NHVLWWHNL GHULQOLNOHU EXOXQXU %X GHULQOLNOHU  P¶GHQ D] LVH   P¶GHQ oRN YH  P¶GHQ D] LVH  HúLW SDUoD\D E|OQU (QGD]H SODQÕQGD NHVLWOHUH DLW IRUP H÷ULOHUL oL]LOLU YH EX H÷ULOHU \DUGÕPÕ\OD NHVLW DODQODUÕQÕQ KHVDSODQPDVÕ LoLQ KHU NHVLWWHNL JHQLúOLNOHU |OoOU %X JHQLúOLNOHU6LPSVRQ NXUDOÕQD J|UH NDWVD\ÕODUODoDUSÕODUDN EXoDUSÕPODU WRSODQÕU%X WRSODPDODQHQOHUDUDVÕQGDNLRUWDNDUDOÕ÷ÕQ¶LOHoDUSÕODUDNRE|OPQRNWDVÕQGDNL HQLQNHVLWDODQÕEXOXQXU*HPLQLQNHVLWDODQODUÕQÕQKHVDEÕDúD÷ÕGDJ|VWHULOPHNWHROXS NHVLWOHUGHNL GHULQOLNOHU + HQOHU DUDVÕQGDNL RUWDN DUDOÕN K VLPJHVL LOH LIDGH HGLOPLúWLU H= 2,50 H= 3,13 .(6ø7 h= 0,50 .(6ø7 h= 0,63 K. NO ENLER SK CARPIM K. NO ENLER SK CARPIM 0 0,00 0,5 0,00 0 0,00 0,5 0,00 1/2 0,90 2 1,80 1/2 1,30 2 2,60 1 1,96 1,5 2,94 1 3,00 1,5 4,50 2 3,68 4 14,72 2 5,20 4 20,80 3 5,25 2 10,50 3 6,75 2 13,50 4 6,46 4 25,84 4 8,40 4 33,60 5 7,50 1 7,50 5 9,65 1 9,65 6 6 7 7 TOPLAM () 63,30 TOPLAM () 84,65 A0= 1/3××h×× 10,55 A1/2= 1/3××h×× 17,66

H= 7,05 H= 7,03 .(6ø7 h= 1,01 .(6ø7 h= 1,00 K. NO ENLER SK CARPIM K. NO ENLER SK CARPIM 0 0,60 0,5 0,30 0 3,20 0,5 1,60 1/2 1,50 2 3,00 1/2 5,70 2 11,40 1 1,85 1,5 2,78 1 6,70 1,5 10,05 2 2,40 4 9,60 2 8,20 4 32,80 3 3,10 2 6,20 3 9,50 2 19,00 4 5,60 4 22,40 4 11,10 4 44,40 5 8,25 2 16,50 5 12,35 2 24,70 6 10,25 4 41,00 6 13,00 4 52,00 7 11,40 1 11,40 7 13,40 1 13,40 TOPLAM () 113,175 TOPLAM () 209,35 A1= 1/3××h×× 37,99 A2= 1/3××h×× 70,08 H= 7,03 H= 7,03 .(6ø7 h= 1,00 .(6ø7 h= 1,00 K. NO ENLER SK CARPIM K. NO ENLER SK CARPIM 0 7,30 0,5 3,65 0 10,80 0,5 5,40 1/2 9,80 2 19,60 1/2 12,70 2 25,40 1 10,80 1,5 16,20 1 13,25 1,5 19,88 2 12,15 4 48,60 2 13,60 4 54,40 3 12,90 2 25,80 3 13,60 2 27,20 4 13,45 4 53,80 4 13,60 4 54,40 5 13,60 2 27,20 5 13,60 2 27,20 6 13,60 4 54,40 6 13,60 4 54,40 7 13,60 1 13,60 7 13,60 1 13,60 TOPLAM () 262,85 TOPLAM () 281,875 A3= 1/3××h×× 87,99 A4= 1/3××h×× 94,36

H= 7,08 H= 7,08 .(6ø7 h= 1,01 .(6ø7 h= 1,01 K. NO ENLER SK CARPIM K. NO ENLER SK CARPIM 0 12,00 0,5 6,00 0 12,00 0,5 6,00 1/2 13,50 2 27,00 1/2 13,50 2 27,00 1 13,60 1,5 20,40 1 13,60 1,5 20,40 2 13,60 4 54,40 2 13,60 4 54,40 3 13,60 2 27,20 3 13,60 2 27,20 4 13,60 4 54,40 4 13,60 4 54,40 5 13,60 2 27,20 5 13,60 2 27,20 6 13,60 4 54,40 6 13,60 4 54,40 7 13,60 1 13,60 7 13,60 1 13,60 TOPLAM () 284,60 TOPLAM () 284,60 A5= 1/3××h×× 95,95 A6= 1/3××h×× 95,95 H= 7,08 H= 7,08 .(6ø7 h= 1,01 .(6ø7 h= 1,01 K. NO ENLER SK CARPIM K. NO ENLER SK CARPIM 0 12,00 0,5 6,00 0 12,00 0,5 6,00 1/2 13,50 2 27,00 1/2 13,50 2 27,00 1 13,60 1,5 20,40 1 13,60 1,5 20,40 2 13,60 4 54,40 2 13,60 4 54,40 3 13,60 2 27,20 3 13,60 2 27,20 4 13,60 4 54,40 4 13,60 4 54,40 5 13,60 2 27,20 5 13,60 2 27,20 6 13,60 4 54,40 6 13,60 4 54,40 7 13,60 1 13,60 7 13,60 1 13,60 TOPLAM () 284,60 TOPLAM () 284,60 A7= 1/3××h×× 95,95 A8= 1/3××h×× 95,95

H= 7,08 H= 7,08 .(6ø7 h= 1,01 .(6ø7 h= 1,01 K. NO ENLER SK CARPIM K. NO ENLER SK CARPIM 0 12,00 0,5 6,00 0 8,20 0,5 4,10 1/2 13,50 2 27,00 1/2 11,00 2 22,00 1 13,60 1,5 20,40 1 11,70 1,5 17,55 2 13,60 4 54,40 2 12,40 4 49,60 3 13,60 2 27,20 3 12,60 2 25,20 4 13,60 4 54,40 4 12,80 4 51,20 5 13,60 2 27,20 5 13,00 2 26,00 6 13,60 4 54,40 6 13,25 4 53,00 7 13,60 1 13,60 7 13,55 1 13,55 TOPLAM () 284,60 TOPLAM () 262,20 A9= 1/3××h×× 95,95 A10= 1/3××h×× 88,40 H= 7,09 H= 7,09 .(6ø7 h= 1,01 .(6ø7 h= 1,01 K. NO ENLER SK CARPIM K. NO ENLER SK CARPIM 0 2,90 0,5 1,45 0 0,00 0,5 0,00 1/2 5,20 2 10,40 1/2 1,50 2 3,00 1 6,00 1,5 9,00 1 2,15 1,5 3,23 2 7,15 4 28,60 2 2,80 4 11,20 3 7,60 2 15,20 3 3,20 2 6,40 4 8,10 4 32,40 4 3,70 4 14,80 5 8,70 2 17,40 5 4,40 2 8,80 6 9,45 4 37,80 6 5,25 4 21,00 7 10,60 1 10,60 7 6,60 1 6,60 TOPLAM () 162,85 TOPLAM () 75,025 A11= 1/3××h×× 54,98 A11,5= 1/3××h×× 25,33

H= 0,00 .(6ø7

h= 0,00

K.NO ENLER SK CARPIM

0 0,00 0,5 0,00 1/2 0,00 2 0,00 1 0,00 1,5 0,00 2 0,00 4 0,00 3 0,00 2 0,00 4 0,00 4 0,00 5 0,00 2 0,00 6 0,00 4 0,00 7 0,00 1 0,00 TOPLAM () 0,00 A12= 1/3××h×× 0,00 *YHUWH$OWÕ+DFPLQLQ+HVDSODQPDVÕ .HVLWDODQODUÕQÕQKHVDSODQPDVÕQGDQVRQUDJYHUWHDOWÕQÕQWRSODPKDFPLKHVDSODQÕU %XOXQDQNHVLWDODQODUÕVLPSVRQNDWVD\ÕODUÕLOHoDUSÕOÕU%XOXQDFDNPLNWDUODUÕQWRSODPÕ HQLQHNHVLWG]OHPOHULDUDVÕQGDNLRUWDNDUDOÕ÷ÕQ¶LOHoDUSÕODUDNJHPLQLQJYHUWH DOWÕKDFPLHOGHHGLOLU$úD÷ÕGDHQLQHNHVLWG]OHPOHULDUDVÕQGDNLRUWDNDUDOÕN6LOH LIDGHHGLOPLúWLU S= 7,03 m .(6ø7/(5 ALANLAR SK ÇARPIM 0 10,55 0,5 5,275 1/2 17,66 2 35,32 1 37,99 1,5 56,985 2 70,08 4 280,33 3 87,99 2 175,98 4 94,36 4 377,44 5 95,95 2 191,90 6 95,95 4 383,80 7 95,95 2 191,90 8 95,95 4 383,80 9 95,95 2 191,90 10 88,40 4 353,60 11 54,98 1,5 82,47 11 1/2 25,33 2 50,66 12 0,00 0,5 0,000 723/$01) 2761,35

V = 3 1 × S×1= 3 1 ×7,03 × 2761,35 = 6470,76 m3

*YHUWH DOWÕ KDFPL KHVDSODQGÕNWDQ VRQUD JYHUWH VWQGHNL NDSDOÕ PDKDOOHULQ KDFLPOHUL KHVDSODQÕU 6|] NRQXVX JHPLGH DPEDU HúLNOHULQLQ KDFLPOHUL EDú NDVDUD KDFPL NÕo NDVDUD KDFPL EDFDODUÕQ KDFLPOHUL YLQo SODWIRUPXQXQ KDFLPOHUL \DúDP PDKDOOLYHN|SUVWKDFLPOHULQLQKHVDSODQPDVÕJHUHNLU

$PEDU(úLNOHULQLQ.DSDNODUGDKLO+DFLPOHULQLQ+HVDSODQPDVÕ

1 nolu ambar için hacim = boy × en × derinlik = 21,60 × 9,00 × 2,00 = 388,80 m3

2 nolu ambar için hacim = boy × en × derinlik = 21,60 × 9,00 × 2,00 = 388,80 m3

Toplam Hacim = 388,80 + 388,80 = 777,60 m3 %Dú.DVDUD+DFPLQLQ+HVDSODQPDVÕ .DVDUDER\X P2UWDODPDNDVDUD\NVHNOL÷L = 2,30 m. 6LPSVRQNXUDOÕQDJ|UH\DSÕODQ|OoPVRQXFXEDúNDVDUDKDFPL P3 .Õo.DVDUD+DFPLQLQ+HVDSODQPDVÕ .DVDUDER\X P2UWDODPDNDVDUD\NVHNOL÷L P 6LPSVRQNXUDOÕQDJ|UH\DSÕODQ|OoPVRQXFXNÕoNDVDUDKDFPL P3 hVW<DSÕODUÕQ+DFPLhVW\DSÕODUÕQKDFLPOHULTablo 4.2’deEHOLUWLOPLúWLU

Tablo 4.2hVW\DSÕODUÕQER\XWODUÕYHKacimleri

<(5ø1$', Boy (m) En (m) Derinlik _(m) Hacim (m3)

<DúDP0DKDOOL.DW 14,40 7,90 2,10 238,89 <DúDP0DKDOOL.DW 12,60 7,90 2,10 209,03 <DúDP0DKDOOL.DW 12,00 7,90 2,10 199,08 Köprü üstü 7,80 4,90 2,10 80,26 Vinç Platformu 1,30 9,00 3,20 37,44 Bacalar 2×2,45 1,20 9,30 54,68 9LQo'RQDQÕPÕ'LUH÷L ×0,802 _{×10,40 20,89} Toplam Hacim (m3) 840,27 *URV7RQLODWR7RSODPÕ7PNDSDOÕKDFLPOHULQ|OoOPHVLQGHQVRQUDEXKDFLPOHU toplanarak, toplam hacim bulunur.

Tablo 4.3 Gros tonilatoya dahil olan mahallerin hacimleri

<HULQ$GÕ Hacim (m3)

*YHUWH$OWÕ 6470,76

%Dú.DVDUD 121,75

.Õo.DVDUD 503,70

hVW<DSÕODU 840,27

1 Nolu AmbaU(úL÷LQLQ+DFPL 388,80

1ROX$PEDU(úL÷LQLQ+DFPL 388,80

1HW 7RQLODWR 7RSODPÕ 1HW WRQLODWR KHVDEÕ LoLQ  QROX YH  QROX DPEDUODUÕQ KDFLPOHULQLQ KHVDSODQPDVÕ JHUHNPHNWHGLU $\UÕFD QHW WRQLODWR KHVDEÕ LoLQ LKWL\Do duyulan ambDUHúLNOHULQLQKDFLPOHULTablo 4.3’de belirtilmektedir.

1 Nolu Ambar Hacmi: Boy= 28,80 m., Derinlik= 5,75 m.’dir. Ambar boyu P¶GHQNoNROGX÷XLoLQGHULQOL÷LP¶GHQE\NYHP¶GHQNoNROGX÷X LoLQHúLWSDUoD\DE|OQHUHN6LPSVRQ.XUDOÕX\JXODQÕU+HVDSODPDVRQXFXQROX DPEDUÕQKDFPLP3

’tür.

2 Nolu Ambar Hacmi: Boy= 28,20 m., Derinlik= 5,75 m.’dir. 1 nolu ambar KDFPLQLQ KHVDSODQPDVÕ HVQDVÕQGD NXOODQÕODQ \|QWHP NXOODQÕOPDN ND\GÕ\OD  QROX DPEDUÕQKDFPLP3_’tür.

Tablo 4.4 Net tonilatoya dahil mahallerin hacimleri

<HULQ$GÕ Hacim (m3) 1 Nolu Ambar 2225,50 2 Nolu Ambar 2287,50 1ROX$PEDU(úL÷LQLQ+DFPL 388,80 1ROX$PEDU(úL÷LQLQ+DFPL 388,80 723/$0+$&ø09c) 5290,60 *URV7RQLODWR+HVDEÕ V = 8714,08 m3 V K1 =0,2+0,02log10 = 0,2788 V K GT = 1 = 2430

1HW7RQLODWR+HVDEÕ       ₊ +       = 10 3 4 2 1 3 2 2 N N K D d V K NT _C Burada, N1 + N2ROGX÷XQGDQGROD\Õ11 = N2 = 0. 2 3 4       D d = 2 80 , 6 3 47 , 5 4       x x = 1,15. 2 3 4       D d

faktörü 1’den büyüNRODPD\DFD÷ÕQGDQGROD\ÕEXIDNW|URODUDNDOÕQÕU

Vc = 5290,60 m3

C

V

K₂ =0,2+0,02log₁₀ = 0,27447

'|NPH<N*HPLVLQLQ³8OXVODUDUDVÕ7RQLODWR%HOJHVL´ 7h5.ø<(&80+85ø<(7ø+h.h0(7ø

GOVERNMENT OF THE REPUBLIC OF TURKEY

8/86/$5$5$6,721ø/$72%(/*(6ø

INTERNATIONAL TONNAGE CERTIFICATE

 *HPLOHULQ 7RQLODWRODUÕQÕ gOoPH 8OXVODUDUDVÕ 6|]OHúPHVL KNPOHULQH J|UH NHQGLVL EDNÕPÕQGDQ 6|]OHúPHQLQ  7HPPX]  WDULKLQGH \UUO÷H JLUGL÷L 7h5.ø<( &80+85ø<(7ø +h.h0(7øQLQ \HWNLVL DOWÕQGD '(1ø=&ø/ø. 0h67(ù$5/,ö, «««« %g/*(0h'h5/höhWDUDIÕQGDQG]HQOHQPLúWLU

Issued under the provisions of the International Convention on Tonnage Measurement of Ships, 1969, under the authority of the GOVERNMENT OF THE REPUBLIC OF TURKEY for which the Convention came into force on the 18 th ofv July, 1982 by THE MARITIME UNDERSECRETARIAT ………….. DISTRICT DIRECTORATE

*(0ø1ø1$', Name of Ship 7$1,10$øù$5(7ø Distinctive Number of Letters %$ö/$0$/ø0$1, Port of Registry 7$5ø+ (*) Date(*) XXX XXX XXX 16.02.1977

 *HPLQLQRPXUJDVÖQÖQNRQXOGXøXYH\DEHQ]HULQûDVDIKDVÖQGDEXOXQGXøX6|]OHûPH0DGGH), veya büyük ölçüde tadilat \DSÖOGÖøÖ6|]OHûPH0DGGHEWDULK

(*)Date of which the keel was laid or the ship was a similart stage of construction (Article 2(6)), or date onm which the ship underwent alterations of modifications of a major character (Article 3 (2)(b)), as appropriate.

ANA BOYUTLAR

MAIN DIMENSIONS

BOY (Madde 2 (8)) *(1øù/ø. (Kaide 2(3)) *HPLQLQRUWDVÕQGDVWJYHUWH\HNDGDUNDOÕSGHULQOL÷L

(Kaide 2 (2))

Lenght (Article 2 (8)) Breadth (Regulation 2 (3)) Moulded Depth Amidships to Upper Deck (Regulation 2 (2))

81,06 13,60 6,80

*(0ø1ø1721ø/$72/$5,

THE TONNAGES OF THE SHIP ARE

*526721ø/$72 …………..2430……… GROSS TONNAGE 1(7721ø/$72 ….……….1452……… NET TONNAGE *HPLQLQWRQLODWRODUÕQÕQ*HPLOHULQ7RQLODWRODUÕgOoPH8OXVODUDUDVÕ6|]OHúPHVLKNPOHULJHUH÷LQFHWHVELWHGLOGL÷L tasdik olunur.

This is to certify that the tonnages of this ship have been determined in accordance with the provisions of the International Convention

Tonnage Measurement of Ships, 1969.

ø=0ø5¶'(WDULKLQGHYHULOPLúWLU ,VVXHGDWø=0ø5RQWKH

$úD÷ÕGDLP]DVÕEXOXQDQEXEHOJHQLQG]HQOHQPHVLKXVXVXQGDDGÕJHoHQ+NPHWDGÕQDWDP\HWNLOLROGX÷XQXEH\DQ

eder.

The undersigned declares that he/she is duly authorized by the said Government to issue this Certificate.

Belge No : …

Cert.Nr.

««««ø0=$««««

721ø/$72<$'$+ø/('ø/(1<(5/(5

SPACES INCLUDED IN TONNAGE

1(7721ø/$72 NET TONNAGE

<(5ø1$',

Name of Space Location <(5ø BOYU Length

CARGO HOLD NO :1 77-125 28,8 CARGO HOLD NO :2 30-77 28,2 HATCHWAY& COVER NO :1 83-119 21,6 HATCHWAY& COVER NO :2 35-71 21,6

YOLCU SAYISI (Kaide 4 (1))

NUMBER OF PASSENGERS (Regulation 4 (1))

8’den fazla yatma yeri bulunmayan

NDPDUDODUGDNL\ROFXVD\ÕVÕ

Number of passangers in cabins with not more than berths

0

GROS TONøLATO GROSS TONNAGE

<(5ø1$',

Name of Space <(5ø Location BOYU Length

UNDERDECK AFT-FORE 84,55 FORE CASTLE 125-FE 8,2 POOP AE-29 20,4 DECKHOUSE 2ND _{TIER 5-29 14,4}

DECKHOUSE 3RD _{TIER 8-29 12,6}

DECKHOUSE 4TH _{TIER 9-29 12}

DECKHOUSE 5TH _{TIER 16-29 7,8}

DERRICK POSTS ON UPPER DECK HATCHWAY& COVER NO :1 83-119 21,6 HATCHWAY& COVER NO :2 35-71 21,6 DECKSTORE 76-78 1,3 FUNNEL 8-12 2,45

'L÷HU\ROFXVD\ÕVÕ

Number of other passangers 0 +$5ød7878/$1<(5/(5.DLGH

EXCLUDED SPACES (Regulation 2 (5))

<XNDUÕGDOLVWHGHEHOLUWLOHQOHUGHQWRQLODWRGÕúÕEÕUDNÕODQNDSDOÕ

\HUOHULQKL]DVÕQD LúDUHWLNRQXODFDNWÕU .$/,368d(.ø0ø.DLGH MOULDED DRAUGHT (Regulation 4 (2)) 5,47 m. An ` sterisk (*) should be added to those spaces listed above which

comprise both enclosed and excluded spaces øON|OoPHQLQ\DSÕOGÕ÷ÕWDULKYH\HU Date and place of original measurement %XVRQ|OoPHQLQ\DSÕOGÕ÷ÕWDULKYH\HU Date and place of last previous measurement

NOT

REMARKS