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wamit_exampleOutput.out
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-----------------------------------------------------------------------
WAMIT Version 7.4(x64)
Copyright (c) 1999-020 WAMIT Incorporated
Copyright (c) 1998 Massachusetts Institute of Technology
-----------------------------------------------------------------------
The WAMIT software performs computations of wave interactions with
floating or submerged vessels. WAMIT is a registered trademark of
WAMIT Incorporated. This copy of the WAMIT software is licensed to
Advanced Fluid Power Control Lab.
Dept. of Engog Science and Ocean Engog
National Taiwan University
No.1, Sec.4, Roosevelt Rd.
Taipei, 10617
Taiwan
For educational use. Release date: 5 Nov 2020
-----------------------------------------------------------------------
Low-order panel method (ILOWHI=0)
Input from Geometric Data File: test01.gdf
TEST01.GDF -- circular cylinder, R=1, T=0.5, ILOWHI=0
Input from Potential Control File: test01.pot
TEST01.POT -- cylinder R=1, T=0.5, ILOWHI=0, IRR=0
POTEN run date and starting time: 28-Oct-2021 -- 13:59:01
Period Time RAD DIFF (max iterations)
5.0000 13:59:02 8 ( 8) 9 ( 7)
3.7000 13:59:10 8 ( 8) 9 ( 8)
2.5000 13:59:10 9 ( 9) 9 ( 9)
2.0000 13:59:10 9 ( 9) 9 ( 9)
1.6000 13:59:10 9 ( 9) 9 ( 9)
1.0000 13:59:10 9 ( 9) 10 ( 9)
Gravity: 9.80665 Length scale: 1.00000
Water depth: infinite
Logarithmic singularity index: ILOG = 1
Source formulation index: ISOR = 1
Diffraction/scattering formulation index: ISCATT = 0
Number of blocks used in linear system: ISOLVE = 0
Number of unknowns in linear system: NEQN = 256
BODY PARAMETERS:
Total panels: 1024 Waterline panels: 64 Symmetries: X=0,Y=0
Irregular frequency index: IRR = 0
XBODY = 0.0000 YBODY = 0.0000 ZBODY = 0.0000 PHIBODY = 0.0
Volumes (VOLX,VOLY,VOLZ): 1.56827 1.56827 1.56827
Center of Buoyancy (Xb,Yb,Zb): 0.000000 0.000000 -0.250000
Hydrostatic and gravitational restoring coefficients:
C(3,3),C(3,4),C(3,5): 3.1365 0.0000 0.0000
C(4,4),C(4,5),C(4,6): 0.38816 0.0000 0.0000
C(5,5),C(5,6): 0.38816 0.0000
Center of Gravity (Xg,Yg,Zg): 0.000000 0.000000 0.000000
Radii of gyration: 1.000000 0.000000 0.000000
0.000000 1.000000 0.000000
0.000000 0.000000 1.000000
------------------------------------------------------------------------
Output from WAMIT
------------------------------------------------------------------------
FORCE run date and starting time: 28-Oct-2021 -- 13:59:10
------------------------------------------------------------------------
I/O Files: test01.frc test01.p2f test01.out
TEST01.FRC Circular cylinder, ILOWHI=0, IRR=0
************************************************************************
Wave period (sec) = 5.000000E+00 Wavenumber (kL) = 1.610271E-01
------------------------------------------------------------------------
ADDED-MASS AND DAMPING COEFFICIENTS
I J A(I,J) B(I,J)
1 1 7.162926E-01 4.911184E-03
1 5 -3.398149E-02 6.431871E-04
2 2 7.162927E-01 4.911192E-03
2 4 3.398167E-02 -6.431872E-04
3 3 2.368622E+00 5.115258E-01
4 2 3.299096E-02 -6.325951E-04
4 4 2.207076E-01 8.284464E-05
5 1 -3.299065E-02 6.325978E-04
5 5 2.207078E-01 8.284810E-05
6 6 7.920762E-14 1.727917E-19
HASKIND EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 3.487235E-01 90
2 0.000000E+00 90
3 2.520755E+00 2
4 0.000000E+00 90
5 4.567020E-02 90
6 0.000000E+00 90
DIFFRACTION EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 3.498376E-01 90
2 0.000000E+00 90
3 2.520390E+00 2
4 0.000000E+00 90
5 4.506154E-02 90
6 0.000000E+00 90
RESPONSE AMPLITUDE OPERATORS
Wave Heading (deg) : 0
I Mod[RAO(I)] Pha[RAO(I)]
1 9.40403E-01 -90
2 0.00000E+00 90
3 1.00671E+00 0
4 0.00000E+00 90
5 5.06202E-01 90
6 0.00000E+00 90
HYDRODYNAMIC PRESSURE IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod[Pf(x,y,z)] Pha[Pf(x,y,z)]
1.50E+00 0.00E+00 0.00E+00 9.97320E-01 -14
1.50E+00 0.00E+00 -5.00E-01 9.21303E-01 -14
VELOCITY VECTOR IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod(Vx) Pha Mod(Vy) Pha Mod(Vz) Pha
1.50E+00 0.00E+00 0.00E+00 1.615E-01 -102 3.418E-10 -2 1.606E-01 -14
1.50E+00 0.00E+00 -5.00E-01 1.478E-01 -103 4.029E-10 -1 1.447E-01 -13
SURGE, SWAY & YAW DRIFT FORCES (Momentum Conservation)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)]
1 7.44534E-07 180
2 0.00000E+00 90
6 0.00000E+00 90
SURGE, SWAY, HEAVE, ROLL, PITCH & YAW DRIFT FORCES (Pressure Integration)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)] Mod[F(I)] Pha[F(I)]
1 1.08822E-05 0
2 8.05918E-08 -180
3 2.39719E-01 0
4 1.05340E-07 0 1.20517E-08 0
5 3.41717E-06 180 1.33919E-06 0
6 3.52224E-10 180 6.11750E-10 180
************************************************************************
Wave period (sec) = 3.700000E+00 Wavenumber (kL) = 2.940598E-01
------------------------------------------------------------------------
ADDED-MASS AND DAMPING COEFFICIENTS
I J A(I,J) B(I,J)
1 1 7.813995E-01 2.845588E-02
1 5 -3.245812E-02 3.141996E-03
2 2 7.813997E-01 2.845593E-02
2 4 3.245835E-02 -3.141998E-03
3 3 2.145597E+00 6.548616E-01
4 2 3.158745E-02 -3.080902E-03
4 4 2.208701E-01 3.401789E-04
5 1 -3.158716E-02 3.080927E-03
5 5 2.208701E-01 3.401880E-04
6 6 7.962724E-14 3.310131E-18
HASKIND EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 6.211544E-01 89
2 0.000000E+00 90
3 2.110719E+00 5
4 0.000000E+00 90
5 6.858572E-02 89
6 0.000000E+00 90
DIFFRACTION EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 6.231561E-01 89
2 0.000000E+00 90
3 2.110149E+00 5
4 0.000000E+00 90
5 6.746944E-02 89
6 0.000000E+00 90
RESPONSE AMPLITUDE OPERATORS
Wave Heading (deg) : 0
I Mod[RAO(I)] Pha[RAO(I)]
1 9.06628E-01 -90
2 0.00000E+00 90
3 1.02787E+00 0
4 0.00000E+00 90
5 5.58180E-01 -90
6 0.00000E+00 90
HYDRODYNAMIC PRESSURE IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod[Pf(x,y,z)] Pha[Pf(x,y,z)]
1.50E+00 0.00E+00 0.00E+00 9.90278E-01 -25
1.50E+00 0.00E+00 -5.00E-01 8.57017E-01 -25
VELOCITY VECTOR IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod(Vx) Pha Mod(Vy) Pha Mod(Vz) Pha
1.50E+00 0.00E+00 0.00E+00 2.849E-01 -112 3.125E-10 38 2.913E-01 -25
1.50E+00 0.00E+00 -5.00E-01 2.582E-01 -113 3.195E-10 -77 2.447E-01 -27
SURGE, SWAY & YAW DRIFT FORCES (Momentum Conservation)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)]
1 4.10795E-05 0
2 0.00000E+00 90
6 0.00000E+00 90
SURGE, SWAY, HEAVE, ROLL, PITCH & YAW DRIFT FORCES (Pressure Integration)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)] Mod[F(I)] Pha[F(I)]
1 1.26523E-04 -180
2 2.55890E-08 0
3 4.20329E-01 0
4 9.40293E-08 0 8.58955E-08 0
5 9.46610E-05 0 1.07883E-04 0
6 2.80758E-09 0 1.24359E-10 0
************************************************************************
Wave period (sec) = 2.500000E+00 Wavenumber (kL) = 6.441086E-01
------------------------------------------------------------------------
ADDED-MASS AND DAMPING COEFFICIENTS
I J A(I,J) B(I,J)
1 1 9.312924E-01 2.381635E-01
1 5 -3.843264E-02 1.525170E-02
2 2 9.312929E-01 2.381636E-01
2 4 3.843290E-02 -1.525163E-02
3 3 1.729189E+00 6.115273E-01
4 2 3.781131E-02 -1.475543E-02
4 4 2.204122E-01 9.448983E-04
5 1 -3.781103E-02 1.475553E-02
5 5 2.204123E-01 9.449121E-04
6 6 8.110898E-14 1.362609E-16
HASKIND EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 1.214183E+00 86
2 0.000000E+00 90
3 1.378414E+00 18
4 0.000000E+00 90
5 7.775464E-02 86
6 0.000000E+00 90
DIFFRACTION EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 1.218125E+00 86
2 0.000000E+00 90
3 1.377549E+00 18
4 0.000000E+00 90
5 7.546946E-02 86
6 0.000000E+00 90
RESPONSE AMPLITUDE OPERATORS
Wave Heading (deg) : 0
I Mod[RAO(I)] Pha[RAO(I)]
1 7.52593E-01 -89
2 0.00000E+00 90
3 1.26863E+00 -3
4 0.00000E+00 90
5 1.25303E-01 -89
6 0.00000E+00 90
HYDRODYNAMIC PRESSURE IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod[Pf(x,y,z)] Pha[Pf(x,y,z)]
1.50E+00 0.00E+00 0.00E+00 9.83034E-01 -58
1.50E+00 0.00E+00 -5.00E-01 7.20190E-01 -56
VELOCITY VECTOR IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod(Vx) Pha Mod(Vy) Pha Mod(Vz) Pha
1.50E+00 0.00E+00 0.00E+00 5.845E-01 -141 9.078E-10 -179 6.333E-01 -58
1.50E+00 0.00E+00 -5.00E-01 4.725E-01 -144 4.639E-10 89 4.366E-01 -63
SURGE, SWAY & YAW DRIFT FORCES (Momentum Conservation)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)]
1 1.04117E-02 0
2 0.00000E+00 90
6 0.00000E+00 90
SURGE, SWAY, HEAVE, ROLL, PITCH & YAW DRIFT FORCES (Pressure Integration)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)] Mod[F(I)] Pha[F(I)]
1 1.09487E-02 0
2 2.48092E-07 180
3 7.93176E-01 0
4 9.99160E-08 180 6.24128E-09 0
5 7.55660E-03 0 7.60482E-03 0
6 1.28571E-08 0 5.08733E-10 -180
************************************************************************
Wave period (sec) = 2.000000E+00 Wavenumber (kL) = 1.006420E+00
------------------------------------------------------------------------
ADDED-MASS AND DAMPING COEFFICIENTS
I J A(I,J) B(I,J)
1 1 8.462123E-01 5.503201E-01
1 5 -5.893742E-02 1.409589E-02
2 2 8.462131E-01 5.503209E-01
2 4 5.893769E-02 -1.409575E-02
3 3 1.555942E+00 4.322622E-01
4 2 5.805901E-02 -1.300218E-02
4 4 2.200682E-01 3.330146E-04
5 1 -5.805863E-02 1.300246E-02
5 5 2.200683E-01 3.330332E-04
6 6 8.331199E-14 9.934585E-16
HASKIND EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 1.476545E+00 82
2 0.000000E+00 90
3 9.273124E-01 33
4 0.000000E+00 90
5 3.782015E-02 82
6 0.000000E+00 90
DIFFRACTION EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 1.481322E+00 82
2 0.000000E+00 90
3 9.263440E-01 33
4 0.000000E+00 90
5 3.499909E-02 82
6 0.000000E+00 90
RESPONSE AMPLITUDE OPERATORS
Wave Heading (deg) : 0
I Mod[RAO(I)] Pha[RAO(I)]
1 5.93558E-01 -85
2 0.00000E+00 90
3 2.13123E+00 -58
4 0.00000E+00 90
5 5.06868E-02 -86
6 0.00000E+00 90
HYDRODYNAMIC PRESSURE IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod[Pf(x,y,z)] Pha[Pf(x,y,z)]
1.50E+00 0.00E+00 0.00E+00 9.41369E-01 -124
1.50E+00 0.00E+00 -5.00E-01 5.84646E-01 -119
VELOCITY VECTOR IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod(Vx) Pha Mod(Vy) Pha Mod(Vz) Pha
1.50E+00 0.00E+00 0.00E+00 5.892E-01 158 1.649E-10 127 9.475E-01 -124
1.50E+00 0.00E+00 -5.00E-01 5.118E-01 150 4.464E-10 71 5.510E-01 -138
SURGE, SWAY & YAW DRIFT FORCES (Momentum Conservation)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)]
1 7.94540E-01 0
2 0.00000E+00 90
6 0.00000E+00 90
SURGE, SWAY, HEAVE, ROLL, PITCH & YAW DRIFT FORCES (Pressure Integration)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)] Mod[F(I)] Pha[F(I)]
1 8.07038E-01 0
2 1.71272E-07 180
3 1.06239E+00 0
4 4.37480E-08 -180 8.96619E-08 0
5 4.18025E-01 0 4.22025E-01 0
6 3.69880E-08 0 3.41767E-09 0
************************************************************************
Wave period (sec) = 1.600000E+00 Wavenumber (kL) = 1.572531E+00
------------------------------------------------------------------------
ADDED-MASS AND DAMPING COEFFICIENTS
I J A(I,J) B(I,J)
1 1 4.713520E-01 6.886789E-01
1 5 -6.867545E-02 -1.360294E-02
2 2 4.713522E-01 6.886796E-01
2 4 6.867567E-02 1.360315E-02
3 3 1.515065E+00 2.172343E-01
4 2 6.698401E-02 1.484341E-02
4 4 2.213416E-01 2.932065E-04
5 1 -6.698384E-02 -1.484310E-02
5 5 2.213416E-01 2.932101E-04
6 6 8.636746E-14 5.546268E-15
HASKIND EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 1.321412E+00 88
2 0.000000E+00 90
3 5.261005E-01 60
4 0.000000E+00 90
5 2.610080E-02 -92
6 0.000000E+00 90
DIFFRACTION EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 1.325683E+00 88
2 0.000000E+00 90
3 5.251580E-01 60
4 0.000000E+00 90
5 2.857274E-02 -92
6 0.000000E+00 90
RESPONSE AMPLITUDE OPERATORS
Wave Heading (deg) : 0
I Mod[RAO(I)] Pha[RAO(I)]
1 3.90561E-01 -74
2 0.00000E+00 90
3 3.01344E-01 -109
4 0.00000E+00 90
5 6.77165E-03 -76
6 0.00000E+00 90
HYDRODYNAMIC PRESSURE IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod[Pf(x,y,z)] Pha[Pf(x,y,z)]
1.50E+00 0.00E+00 0.00E+00 4.21318E-01 169
1.50E+00 0.00E+00 -5.00E-01 1.83841E-01 173
VELOCITY VECTOR IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod(Vx) Pha Mod(Vy) Pha Mod(Vz) Pha
1.50E+00 0.00E+00 0.00E+00 2.471E-01 117 1.331E-09 116 6.626E-01 169
1.50E+00 0.00E+00 -5.00E-01 1.643E-01 114 6.466E-10 170 3.302E-01 161
SURGE, SWAY & YAW DRIFT FORCES (Momentum Conservation)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)]
1 5.88057E-01 0
2 0.00000E+00 90
6 0.00000E+00 90
SURGE, SWAY, HEAVE, ROLL, PITCH & YAW DRIFT FORCES (Pressure Integration)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)] Mod[F(I)] Pha[F(I)]
1 4.93819E-01 0
2 1.33797E-07 180
3 6.38765E-02 180
4 5.15897E-08 180 4.64993E-08 180
5 2.10495E-01 0 2.11240E-01 0
6 1.33210E-08 -180 1.55751E-11 -180
************************************************************************
Wave period (sec) = 1.000000E+00 Wavenumber (kL) = 4.025679E+00
------------------------------------------------------------------------
ADDED-MASS AND DAMPING COEFFICIENTS
I J A(I,J) B(I,J)
1 1 1.403864E-01 2.771203E-01
1 5 -3.233517E-02 -3.975456E-02
2 2 1.403879E-01 2.771228E-01
2 4 3.233574E-02 3.975571E-02
3 3 1.663510E+00 8.460299E-03
4 2 2.993794E-02 5.386104E-02
4 4 2.150913E-01 7.726891E-03
5 1 -2.993858E-02 -5.386027E-02
5 5 2.150918E-01 7.726510E-03
6 6 7.025118E-14 4.203171E-15
HASKIND EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 5.317342E-01 -151
2 0.000000E+00 90
3 6.468331E-02 -169
4 0.000000E+00 90
5 7.628047E-02 29
6 0.000000E+00 90
DIFFRACTION EXCITING FORCES AND MOMENTS
Wave Heading (deg) : 0
I Mod[Xh(I)] Pha[Xh(I)]
1 5.178391E-01 -151
2 0.000000E+00 90
3 6.498101E-02 -169
4 0.000000E+00 90
5 1.006452E-01 29
6 0.000000E+00 90
RESPONSE AMPLITUDE OPERATORS
Wave Heading (deg) : 0
I Mod[RAO(I)] Pha[RAO(I)]
1 7.60783E-02 39
2 0.00000E+00 90
3 6.55111E-03 11
4 0.00000E+00 90
5 9.75185E-03 -138
6 0.00000E+00 90
HYDRODYNAMIC PRESSURE IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod[Pf(x,y,z)] Pha[Pf(x,y,z)]
1.50E+00 0.00E+00 0.00E+00 5.12727E-01 -78
1.50E+00 0.00E+00 -5.00E-01 6.94171E-02 -79
VELOCITY VECTOR IN FLUID DOMAIN
Wave Heading (deg) : 0
x y z Mod(Vx) Pha Mod(Vy) Pha Mod(Vz) Pha
1.50E+00 0.00E+00 0.00E+00 1.534E+00 -151 9.510E-09 -82 2.064E+00 -78
1.50E+00 0.00E+00 -5.00E-01 1.976E-01 -151 9.136E-10 -69 2.753E-01 -77
SURGE, SWAY & YAW DRIFT FORCES (Momentum Conservation)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)]
1 6.23015E-01 0
2 0.00000E+00 90
6 0.00000E+00 90
SURGE, SWAY, HEAVE, ROLL, PITCH & YAW DRIFT FORCES (Pressure Integration)
Wave Heading (deg) : 0 0
I Mod[F(I)] Pha[F(I)] Mod[F(I)] Pha[F(I)]
1 1.19188E+00 0
2 4.39299E-07 0
3 4.23680E-01 -180
4 6.87067E-09 180 6.91319E-09 180
5 5.21031E-02 180 5.21563E-02 180
6 2.08745E-11 0 4.19435E-12 90