This page contains a Flash digital edition of a book.
In-depth | SUPERYACHTS


pure loss of stability and parametric roll. None of the vessels has a tumblehome hull form. Calculations are performed for even keel design draught only and ‘solid’ GM values have been considered (no free surface corrections applied).


Results Vulnerability for pure loss of stability is to be investigated for all vessels in the sample since their Froude numbers are in excess of 0.3. Te results of the Level 1 analysis are presented graphically in figure 2 where GMmin


values are plotted


against the waterline length of the vessels. The data series indicated by ‘Italy’,


‘Japan’ and ‘USA’ represent estimated values of GMmin


(1) when applying the various wave steepnesses SW


=f1 (L) as proposed to the


ISCG by Italy, Japan and the USA. Te three data points indicated by SLF_54- 3-8 represent the GMmin


values as derived


by direct GM calculation. The big difference in the estimated values based on the Italian and


GMmin


USA wave proposals on the one hand, and the Japanese wave proposal on the other hand is striking. Te results derived by direct GM calculations seem to agree well with estimated GMmin


values based


on the wave steepnesses as proposed by Italy and the USA. The area marked in red represents <0.05, the proposed vulnerability


GMmin


standard for Pure Loss of Stability without allowance for Fn


dependent


heeling moments. The data points indicated by RPLA represent for each vessel a vulnerability standard Fn


including


proposed to [ GMmin


< RPLA allowance ISCG by , where RPLA = 1.83*Fn for


dependent heeling moments as the


Japan: 2


*d ]. Based on the estimated GMmin values


when tested for the vulnerability standard without allowance for Fn heeling moments (GMmin


dependent <0.05),


all


vessels are found vulnerable when using the Japanese wave proposal, whilst the Italian wave proposal results in three out of 13 vessels, and the USA wave proposal in five out of 13 vessels being vulnerable for pure loss of stability. Noteworthy is the high level of the required GMmin


values according to the 42 according to equation


above proposed RPLA


standard. When


tested against this standard, most vessels are to be considered vulnerable for pure loss of stability for all three proposed wave steepnesses.


Parametric roll - results The results of the Level 1 analysis for parametric roll are presented graphically in figure 3 where ΔGM/GM values are plotted against the waterline length of the vessels. The data series indicated by ‘Italy’,


‘Japan’ and ‘USA’ represent estimated values of ΔGM/GM according to equation


(2) when various wave steepness SW


applying =f2


the (L) as


proposed to the ISCG by Italy, Japan and the USA. The three data points indicated by SLF_54-3-8 represent the ΔGM/GM values as derived by direct GM calculation. Analogous to pure loss of stability,


there is a big difference in the estimated ΔGM/GM values for parametric roll based on the Italian and USA wave proposals on the one hand, and the Japanese wave proposal on the other. Here too, results derived with direct GM calculations seem to agree well with the estimated ΔGM/GM values based on the wave steepnesses as proposed by Italy and the USA. The area marked in red represents ΔGM/GM>0.5, the vulnerabi lity standard proposed for parametric roll. Japan has proposed to the ISCG an


alternative standard not allowing a Level 1 assessment of parametric roll in case the relative area of bilge keels, abk


= 100*ABK


wave proposal in three out of 13 vessels considered vulnerable for parametric roll. When applying the ΔGM/GM>0.34 standard, the number of vessels considered vulnerable increases by approximately 15%.


Observations Following observations are of interest for


the superyachts of the


sample


considered in this article, but perhaps also for merchant vessels with comparable characteristics. SYBAss believes that the Level 1


methodologies should be sufficiently simple for application in preliminary design optimisation by in-house naval architects using their standard naval architecture software. This is especially important in tender stages when time is limited and little design information is available. Commissioning work to expert institutes would then be impracticable in connection with confidentiality, availability, turnaround time and cost. The current Level 1 methodologies for pure loss of stability and parametric roll seem to meet a desired degree of simplicity. However, the Level 1 results should


/(L.B), is less than a


limit value depending on the midship section coefficient. The relative bilge keel area of all yachts of this sample largely exceed the bilge keel limit value, and in that case the Level 1 standard ΔGM/GM>0.34 should be applied. The red dotted line in figure 3 marks this standard. Based on the estimated ΔGM/GM


values when tested for the vulnerability standard ΔGM/GM>0.5, all vessels are found vulnerable for parametric roll when using the Japanese wave proposal. The Italian wave proposal results in one out of 13 vessels, and the USA


also be sufficiently accurate to be consistent with existing operational experience, including known accidents, and to avoid too dramatic design changes in the detailed design stages. In addition, applying overly conservative methodologies in preliminary design optimisation could lead to designs with unrealistic high GM values, there by causing conflicts with other criteria such as excessive stability. The results of pure loss of stability


analysis based on the wave proposals by Italy and the USA seem to yield an acceptable degree of accuracy when testing the vulnerability on the basis of the proposed GMmin


an allowance for the Fn


standard excluding dependent


heeling moment. The results of parametric roll analysis


based on the wave proposals by Italy and the USA also seem to yield an acceptable degree of accuracy when testing the vulnerability by applying the proposed ΔGM/GM standard without allowance for bilge keels. NA


The Naval Architect September 2012


Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36  |  Page 37  |  Page 38  |  Page 39  |  Page 40  |  Page 41  |  Page 42  |  Page 43  |  Page 44  |  Page 45  |  Page 46  |  Page 47  |  Page 48  |  Page 49  |  Page 50  |  Page 51  |  Page 52  |  Page 53  |  Page 54  |  Page 55  |  Page 56  |  Page 57  |  Page 58  |  Page 59  |  Page 60  |  Page 61  |  Page 62  |  Page 63  |  Page 64  |  Page 65  |  Page 66  |  Page 67  |  Page 68  |  Page 69  |  Page 70  |  Page 71  |  Page 72  |  Page 73  |  Page 74  |  Page 75  |  Page 76  |  Page 77  |  Page 78  |  Page 79  |  Page 80  |  Page 81  |  Page 82  |  Page 83  |  Page 84  |  Page 85  |  Page 86  |  Page 87  |  Page 88  |  Page 89  |  Page 90  |  Page 91  |  Page 92  |  Page 93  |  Page 94  |  Page 95  |  Page 96  |  Page 97  |  Page 98  |  Page 99  |  Page 100  |  Page 101  |  Page 102  |  Page 103  |  Page 104  |  Page 105  |  Page 106  |  Page 107  |  Page 108  |  Page 109  |  Page 110  |  Page 111  |  Page 112  |  Page 113  |  Page 114  |  Page 115  |  Page 116  |  Page 117  |  Page 118  |  Page 119  |  Page 120  |  Page 121  |  Page 122  |  Page 123  |  Page 124  |  Page 125  |  Page 126  |  Page 127  |  Page 128  |  Page 129  |  Page 130  |  Page 131  |  Page 132