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)

[Identifier]_3waves & clam water_1-4c.xls

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)

time_history_EFD_C1.dat

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 

[Identifier]_heave_T-his_C1_1.4c.jpg  

[Identifier]_pitch_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)

time_history_EFD_C2.dat

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  

[Identifier]_heave_T-his_C2_1.4c.jpg  

[Identifier]_pitch_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)

time_history_EFD_C3.dat

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  

[Identifier]_heave_T-his_C3_1.4c.jpg  

[Identifier]_pitch_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)

time_history_EFD_C4.dat

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  

[Identifier]_heave_T-his_C4_1.4c.jpg  

[Identifier]_pitch_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.