Case 1.1a (NMRI)
Conditions:
- Towing in calm water condition
- Without rudder, without propeller
- Without ESD
- \( FR_{Z \theta} \)
- \( R_{e}=7.46 \times 10^6, F_r=0.142 \)
- \( L_{PP} = 7.000 \) [m], \(U=1.179\) [m/s]
- \( \rho = 998.2\) [kg/m3], \( \nu = 1.107 \times 10^{-6}\) [m2/s]
- \( g = 9.80 \) [m/s2]
References:
Not yet available.
Requested computations:
Table/Figure#
| Items
| EFD Data
| Submission Instruction
|
Data file |
Image |
Image files |
Sample + Tecplot layout file |
1.1a-1 |
V&V of resistances, sinkage, and trim |
Refer to sample file for detail |
Filename: [Identifier]_V&V_1.1a.xls (MS Excell file) |
[Identifier]_V&V_1.1a.xls updated on July, 3, 2015 |
Note: a positive (+) sinkage value is defined upwards and a positive (+) trim value is defined bow up.
Submission Instructions:
- [Identifier] should be [Institute Name]-[Solver Name]. For example, if your institute is NMRI and solver is SURFv7, identifier should be NMRI-SURFv7.
- Identifier in the Figure should be [Institute Name]/[Solver Name]. For example, if your institute is NMRI and solver is SURFv7, identifier should be NMRI/SURFv7.
- All figures should be in black and white.
- Authors may change the contour levels for turbulence quantities for better qualitative comparison.
-
V&V
- Resistance coefficients are based on wetted surface area ( \(\frac{S_{0\_w/oESD}}{{L_{PP}}^2}=0.2494 \) ) without ESD for static orientation in calm water.
- Comparison Error, \( E\%D=(D-S)/D \times 100 \), where \( D \) is the EFD value, and \( S \) is the simulation value.
- Relataive change in solution: \( \varepsilon_{12} \% S_1 = |(S_1 - S_2 ) / S_1| \times 100 \), "1" refers to finest grid.
- Iterative uncertainty \( U_I \) is based on fine grid solution.
- \( p_{G,th} \) is the theoretical order of accuracy = order of convection scheme.
- \( U_G \) is grid uncertainty. To enable a comparison between different methods for uncertainty estimation, participants are strongly encouraged to deliver results for at least 3 systematic grids and if possible 4 or more.
\( U_{{SN}} = \sqrt{{U_I}^2 + {U_G}^2} \) is the simulation numerical uncertainty.
- \( U_D \) is data uncertainty.
- \( U_{V} = \sqrt{{U_D}^2 + {U_{SN}}^2} \) is the validation numerical uncertainty.
- Brief details of the V&V method should be provided in the paper (including the determination of \(U_I\) ).
All quantities are non-dimensionalized by denstiy of water (\(\rho\)), ship speed (\(U\)), and length between parpendiculars (\(L_{PP}\)):
\begin{align*}
F_r = \frac{U}{\sqrt{g \cdot L_{PP}}}, \quad R_e = \frac{U \cdot L_{PP}}{\nu}
\end{align*}
where \(g\) is the gravitational acceleration and \(\nu\) is the kinematic viscosity.
All CFD predicted force coefficients should be reported using the provided wetted surface area at rest (\(S_0\)).
Force coefficients are defined as follows:
\begin{align*}
C_T = \frac{R_T}{ \frac{1}{2} \rho U^2 S_0 }, \quad
C_F = \frac{R_F}{ \frac{1}{2} \rho U^2 S_0 }, \quad
C_P = \frac{R_P}{ \frac{1}{2} \rho U^2 S_0 }%, \quad
%K_T = \frac{T}{ \rho n^2 {D_P}^4 }, \quad
%K_Q = \frac{Q}{ \rho n^2 {D_P}^5 }
\end{align*}