I’m a few years past this but is static stability not still ultimately defined by the
GZ curve? And class dictates a minimum* and maximum** GM (which is potentially smaller than you think!), then area under the GZ curve, then minimum angle when crosses X-Axis at which the point of no return is reached? GZ x displacement essentially determines the righting effort?
*too small, can roll very easy, potentially unstable
**too large, very stiff, potentially causes sickness like on the Stena HSS, metal fatigue but stability can peak then diminish very quickly
2 equations I also still remember (hopefully, but never near my books and notes when I see this):
- GZ=GM*sin(thi) -for small angles anyway
- GM=KB+BMt-KG
- Find KB from hydrostatics (simpsons rules for curved shapes, the centre of underwater area, which if you are capable of working to real plans is not that hard)
- KG from summing up the weights onboard (I did a deadweight survey once -somewhat wild goose chase on a working installation!)
BMt being moment of inertia -transverse. For anything with free-surface (i.e. water or fuel tanks, minus the free-surface effect from each tank from BMt. Explains why tanks onboard
generally are always
tried to be hard pressed or empty, and why the old ro-ro's turned over when water entered the uninhibited car deck)
For the cruise ship example windage must be massive on these? I’m guessing here as was never involved in hollybob boxes but the big ones have something like dynamic stabiliser fins (retractable) as well as decent bilge keels, a good ballast system plus something like an intering system which should shift water dynamically fairly quickly up to a point. We certainly used a compressed air intering + manual pumped ballast system offshore, both were used when we used the 150Te crane. Pneumatic intering was a noisy ****, almost deafening near the air vent but you got used to it!! I also worked on a vessel where a flume tank had to be introduced fairly high up to reduce stability a bit after sponsons were added to bring fatigue back into check.
Interesting subject. I did tens of inclination trials on one offshore installation 2 decades ago when I worked a summer for a company providing live stability system on MODU's. Not involved last time a vessel went through Inclining trials. There's usually enough for the nominated N/A to worry about. I just had to declare every singe nut, bolt and part installed onboard to correct KG before.
For R/C models I see no shame in deviating from builders plans to increase beam somtimes (Increased BMt or shifts the centre of the immersed "wedge" further outwards), maybe decrease draught but whatever for me always make CG as low as possible.
May your models stay dry and upright. What Glynn Guest says is true, but don't get too tangled up like everything seems to be these days!
Rich