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FhSim
3.1.0
Marine systems simulation
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The result of evaluating a load law on one panel.
#include <PanelLoadTypes.h>
Public Attributes | |
| T | force [3] |
| N, on the panel, global frame. | |
| T | drag |
| N, along U-hat. | |
| T | lift |
| N, along L-hat. | |
| T | theta |
| rad, in [0, pi/2]. | |
| T | reynolds |
| Under the law's own definition. | |
| T | momentumDeficit |
| M = drag / (0.5 rho |U|^2), m^2; the wake source strength (B1). | |
| T | throughFlowSpeed |
| U_t, m/s. | |
| T | localCd |
| unsigned | flags |
| unsigned hydrodynamics::PanelLoad< T >::flags |
Bit 0: solidity clamped; bit 1: Re clamped; bit 2: |U| below epsilon; bit 3: the velocity ratio r of MF2022 Eq. 11 clamped to 1 (Sn < 0.08 / 0.97, MARE-0109); bit 4: the relative velocity not finite, the load zero.
| T hydrodynamics::PanelLoad< T >::localCd |
Exactly MF2022 Eq. 9 (L4).