Case 1.4c
1.
Conditions:
· Without rudder
· Towing condition in head
waves
· FRxzθ
· Re = 2.55×106, Fr
=
0.142
·
Nominal Wave height= 60mm
· Three wave lengths and one calm water
conditions
· References:
Not yet available.
2. Test Setup:

a. Spring Stiffness K and F0:
|
No. |
1 |
2 |
3 |
4 |
|
λ/LPP |
0.6 |
1.1 |
1.6 |
Calm Water |
|
Measured mean wave height (mm) |
57.676 |
58.484 |
57.817 |
0.011 |
|
Nominal wave height (mm) |
60 |
60 |
60 |
0 |
|
F0 (N) |
4 |
6 |
10 |
6 |
|
K (N/m) |
98 |
98 |
98 |
98 |
b. Mass:
|
Part |
Mass (Kg) |
Description |
|
Red |
m1=306.2 |
Mass of hull and pitch free gimbals and a part
of heaving rod under the dynamometer(including dynamometer moving part) |
|
Blue |
m2=6.4 |
Mass of dynamometer (0.9Kg) and the rest of
heaving rod (5.5Kg) |
|
Green |
m3=2.5 |
Mass of light weight carriage on the rails
including all movable parts |
Note: Iyy = (0.25L)2(m1+m2). This value is adjusted by putting the m2 at CG.
3. Instructions for
Simulation:
Solve
the following equations of motion along with flow code:

The comparison should be based on the
following table:
|
Heave |
Pitch |
Surge |
Free
Surface Elevation |
Resistance
Force |
|
+ upward |
+ bow up |
+ downstream |
Measured at x=-5.304m ahead of original CG |
|
* Simulation should be performed for one long period due to spring system (around 22, 12, 10 encounter period of the incoming wave for
, respectively).
|
Table/ Figure # |
Items |
EFD Data |
Submission Instructions |
||
|
Data File |
Image |
Table/Image File |
Sample |
||
|
1.4c-1 |
Comparison of 0th and 1st harmonic
amplitudes and 1st harmonic phase of the X
force (FX) in model
scale, surge motion (x), heave motion (z) and pitch angle (θ) |
Refer to sample file for details |
Filename: [Identifier]_3waves & clam water_1-4c.xls (Excel file) |
||
|
1.4c-2-C1 |
Time histories of X
force (FX) in model
scale, surge motion (x), heave motion (z) and pitch angle (θ) (λ/LPP=0.6) |
Refer to sample file for details |
Filename: [Identifier]_FX_T-his_C1_1-4c.jpg ( for FX ) [Identifier]_surge_T-his_C1_1-4c.jpg ( for x
) [Identifier]_heave_T-his_C1_1.4c.jpg ( for z ) [Identifier]_pitch_T-his_C1_1-4c.jpg ( for θ ) X-axis
range: 100.0 ≤ t(s) ≤ 115.0 Y-axis range: 3.0 ≤ FX ≤ 10.0; 0.80 ≤ x ≤ 5.0; -0.65 ≤ z ≤ 0.0;
-0.25 ≤ θ ≤ 0.10 Style:
CFD solid line
EFD open circles |
[Identifier]_FX_T-his_C1_1-4c.jpg
[Identifier]_surge_T-his_C1_1-4c.jpg |
|
|
1.4c-2-C2 |
Time histories of X force (FX)
in model scale, surge motion (x), heave motion (z) and pitch angle (θ) (λ/LPP=1.1) |
Refer to sample file for details |
Filename: [Identifier]_FX_T-his_C2_1-4c.jpg ( for FX ) [Identifier]_surge_T-his_C2_1-4c.jpg ( for x
) [Identifier]_heave_T-his_C2_1.4c.jpg ( for z ) [Identifier]_pitch_T-his_C2_1-4c.jpg ( for θ ) X-axis
range: 90.0 ≤ t(s) ≤ 105.0 Y-axis range: 6.0 ≤ FX ≤ 17.0; 5.0 ≤ x ≤ 9.0; -3.0 ≤ z ≤ 3.0;
-2.0 ≤ θ ≤ 2.0 Style:
CFD solid line
EFD open circles |
[Identifier]_FX_T-his_C2_1-4c.jpg
[Identifier]_surge_T-his_C2_1-4c.jpg
|
|
|
1.4c-2-C3 |
Time histories of X force (FX)
in model scale, surge motion (x), heave motion (z) and pitch angle (θ) (λ/LPP=1.6) |
Refer to sample file for details |
Filename: [Identifier]_FX_T-his_C3_1-4c.jpg ( for FX ) [Identifier]_surge_T-his_C3_1-4c.jpg ( for x
) [Identifier]_heave_T-his_C3_1.4c.jpg ( for z ) [Identifier]_pitch_T-his_C3_1-4c.jpg ( for θ ) X-axis
range: 85.0 ≤ t(s) ≤ 100.0 Y-axis range: 2.0 ≤ FX ≤ 15.50; -1.0 ≤ x ≤ 4.0; -3.20 ≤ z ≤ 3.0;
-3.0 ≤ θ ≤ 3.0 Style:
CFD solid line
EFD open circles |
[Identifier]_FX_T-his_C3_1-4c.jpg
[Identifier]_surge_T-his_C3_1-4c.jpg
|
|
|
1.4c-2-C4 |
Time histories of X force (FX)
in model scale, surge motion (x), heave motion (z) and pitch angle (θ) (Calm water) |
Refer to sample file for details |
Filename: [Identifier]_FX_T-his_C4_1-4c.jpg ( for FX ) [Identifier]_surge_T-his_C4_1-4c.jpg ( for x
) [Identifier]_heave_T-his_C4_1.4c.jpg ( for z ) [Identifier]_pitch_T-his_C4_1-4c.jpg ( for θ ) X-axis
range: 45.0 ≤ t(s) ≤ 55.0 Y-axis range: -0.50 ≤ FX ≤ 8.0; -1.0 ≤ x ≤ 4.0; -0.530 ≤ z ≤ -0.160;
-0.380 ≤ θ ≤ 0.10 Style:
CFD solid line
EFD open circles |
[Identifier]_FX_T-his_C4_1-4c.jpg
[Identifier]_surge_T-his_C4_1-4c.jpg
|
|
Data files show
t(sec) ζ(cm) Fx(N) z(cm)
pitch(cm) x(cm) ζ(tank fixed) ζ(servo) V(m/s)
Submission Instructions:
· Filename:
[Identifier]_3waves_1-4c.xls (Excel file)
· [Identifier] should be [Institute Name]-[Solver
Name]. For example, if your institute is Chalmers and solver is SHIPFLOW4.2, identifier should be Chalmers-SHIPFLOW4.2
Identifier in
the Figure should be [Institute Name]/[Solver Name]. For example, if your
institute is Chalmers and solver is SHIPFLOW4.2, identifier should be
Chalmers/SHIPFLOW4.2
· Sample
files: Chalmers-SHIPFLOW4.2_3waves_1-4c.xls
· All figures should have aspect ratio of 1:1
Remarks:
·
Coordinate system for comparisons is fixed to x=0.0 (original CG on the carriage).
x: positive downstream, y:starboard direction,
z:upward
·
Symbols:
a- Incident wave amplitude
- Frequency of the incident wave, ![]()
- Encounter frequency,
- Encounter period,
- Time, at t=0 a crest of the incident wave is coincident with the CG
of the ship
- Carriage speed
- Incident wave length
- Free surface elevation,
·
Instructions:
As a time reference, incident wave height at mean x of CG is defined as

where
is the initial phase and
is equal to be zero from the present definition of
above.
Fourier Series for time history
are determined as
follows:
![]()
![]()
![]()
![]()
![]()

is n-th harmonic amplitude and
is the corresponding
phase.