Run date
................................... = 05/21/2000
Ship or
Project name ....................... = CATHULL
(Project)
Reference Length ................. = 23.165 m
(Project)
Beam Molded ...................... = 12.192 m
(Project)
Depth Molded ..................... = 3.048
m
(Project)
Hull Form Code (IHULL)............ = 2
(Project)
Wet Deck Height................... = 2.438
m
G E N E R A L N O T E S
1.
DRAFT REFERENCE WATERLINE =
0.000 m
2.
XREF FOR FWD PERPENDICULAR =
0.000 m
3.
AVERAGE SHELL THICKNESS =
6.350 mm
4.
PC AND MAC ARE BASED ON STN =
11
5.
XSCALE
= 1.000
6.
YSCALE
= 1.000
7. ZSCALE
= 1.000
8.
LCB,LCF REFERENCE FROM XREF =
0.000
9.
DENSITY, FRESHWATER (MT/m^3) =
1.000
10.
DENSITY, SEAWATER (MT/m^3) =
1.025
11.
RESULTS IN si UNIT
Appendage
data processed in the analysis
APPENDAGE
NET TOTAL VOLUME (APVOL) =
0.000 m^3
APPENDAGE
LCB(molded) (APLCB) =
0.000 m
APPENDAGE
VCB(molded) (APVCB) =
0.000 m
APPENDAGE
TCB(molded) (APTCB) =
0.000 m
HYDROSTATICS DATA AT DESIGN CONDITION
DRAFT
H) = 0.610 m
DISPLACEMENT
(molded) (DMD) =
48.749 T
DISPLACEMENT
(seawater) (DSW) =
49.588 T
DISPLACEMENT
(freshwater) (DFW) =
48.379 T
CENTER OF
BUOYANCY
(LCB) = 11.583 m
CENTER OF
FLOTATION (LCF)
= 11.583 m
VERTICAL
STIFFNESS
(TPC) = 0.870 T/cm
LONGITUDINAL
STIFFNESS (MT1C) =
0.068 T.m/cm
METACENTER
(transverse) (KMT) =
39.619 m
METACENTER
(longitudinal) (KML) =
332.863 m
VERTICAL
C.B
(KB) = 0.315 m
WATERPLANE
AREA
(WPA) = 84.890 m^2
WATERPLANE
INERTIA (trans) (WPIT) = 1869.345 m^4
WATERPLANE
INERTIA (long ) (WPIL) = 15816.103 m^4
WETTED SURFACE
AREA (SURF) =
128.870 m^2
BLOCK COEFFICIENT
(CB) = 0.917
PRISMATIC
COEFFICIENT (PC)
= 1.018
WATERPLANE
AREA COEFFICIENT (WPC) =
1.002
MIDSHIP
SECTION-AREA COEFFICIENT =
0.917
VERTICAL
PRISMATIC COEFFICIENT =
0.932
----------------------------------------------------------------
TABLE 1: DETAIL RESULTS BY
WATERLINE:
WL
DISPm DISPs DISPf
LCB LCF TPC
m
Ton Ton
Ton m
m Ton/cm
----------------------------------------------------------------
0.50 39.16
39.93 38.95 11.58 11.58
0.84
0.75 60.96
61.89 60.38 11.58 11.58
0.90
1.00 84.25
85.33 83.25 11.58 11.58
0.96
1.25 109.02
110.26 107.57 11.58 11.58
1.02
1.50 135.28
136.67 133.34 11.58 11.58
1.08
1.75 163.02
164.57 160.56 11.58 11.58
1.14
2.00 192.25
193.95 189.22 11.58 11.58
1.20
2.25 222.96
224.82 219.34 11.58 11.58
1.26
2.50 264.56
267.52 260.99 11.58 11.58
2.83
2.75 335.68
338.71 330.45 11.58 11.58
2.86
3.00 407.54
410.65 400.63 11.58 11.58
2.89
----------------------------------------------------------------
TABLE 2: DETAIL RESULTS BY
WATERLINE:
WL
MT1C KMT
KML KB
WPA SURF
m
t.m/cm m
m m
m^2 m^2
----------------------------------------------------------------
0.50 0.07
45.80 385.82 0.26
82. 118.
0.75 0.07
31.76 265.47 0.39
88. 142.
1.00 0.08
24.76 204.93 0.52
94. 166.
1.25 0.08
20.59 168.36 0.66
100. 190.
1.50 0.08
17.83 143.80 0.80
106. 214.
1.75 0.09
15.88 126.12 0.94
111. 238.
2.00 0.09
14.45 112.76 1.08
117. 262.
2.25 0.10
13.35 102.28 1.23
123. 286.
2.50 0.22
14.07 192.84 1.41
276. 455.
2.75 0.23
11.96 154.12 1.67
279. 467.
3.00 0.23
10.63 128.76 1.88
282. 479.
Sample Bonjeans output from HYDRO (result for only one hull staion shown)
SECTION AREAS FOR
STN:6
X = 13.899
Waterline
Total Area Girth
(m) (m^2)
(m)
1
0.500 1.649
5.110
2
0.750 2.567
6.140
3
1.000 3.548
7.171
4
1.250 4.592
8.202
5
1.500 5.697
9.233
6
1.750 6.866
10.264
7
2.000 8.097
11.294
8
2.250 9.390
12.325
9
2.500 11.142
19.628
10 2.750
14.137 20.144
11 3.000
17.164 20.659
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