Intro to Naval Architecture 3E Episode 1 pptx

... published as Naval Architecture for Marine Engineers, 19 75 Reprinted 19 78, 19 81 Second edition published as Muckle's Naval Architecture, 19 87 Third edition 19 96 Reprinted 19 97, 19 99, ... intentionally left blank Introduction to Naval Architecture Introduction to Naval Architecture Third Edition E. C. Tupper, BSc, CEng, RCNC, FRINA, WhSch...

Ngày tải lên: 13/08/2014, 16:22

... 7.2 (l> e 0 0,4 0.8 1, 2 1. 6 2.0 2.4 5(o)J 0 0 .10 6 0.325 0.300 0 .14 5 0.060 0 RAO 0 10 3 12 0 10 6 95 77 64 (RAO) 2 0 10 609 14 400 11 236 9025 5929 4096 E(ti>J A 0 11 24.6 4680.0 3370.8 13 08.6 355.7 0 Simpson's ... as in Figure 7 .10 . Further, laboratory tests 14 of a range of 15 4 STRENGTH Table 7.3 Weat her group I 11 HI IV v Beauj 0 4 6 8 10 fo...

Ngày tải lên: 13/08/2014, 16:22

... National Physical Laboratory Ship Division Report No. 10 . 2. Carlton, J. S. (19 94) Marine propellers and propulsion. Butterworth-Heinemann. 3. Gawn, R. W. (19 53) Effect of pitch ... Maritime Defence, June. 11 . Glover, E. f. (19 66-67) Contra rotating propellers, for high speed cargo vessels. TNECL 12 . Burrill, L. C. and Emerson, A. (19 62-63) Propell...

Ngày tải lên: 13/08/2014, 16:22

... 3 .1 X 0 1 2 3 4 5 6 7 8 y 1. 0 1. 2 1. 5 1. 6 1. 5 1. 3 1. 1 0.9 0.6 SM 1 4 2 4 2 4 2 4 ] Totals F(A) 1. 0 4.8 3.0 6.4 3.0 5.2 2.2 3.6 0.6 29.8 xy 0 1. 2 3.0 4.8 6.0 6.5 6.6 6.3 4.8 f(My) 0 4.8 6.0 19 .2 12 .0 26.0 13 .2 25.2 4.8 11 1.2 x*y 0 1. 2 6.0 14 .4 24.0 32.5 39.6 44 .1 38.4 Fry 0 4.8 12 .0 57.6 48.0 13 0.0 79.2 17 6.4 38.4 546.4 f 1. 0 1. 44 2.25 2.56 2.25...

Ngày tải lên: 13/08/2014, 16:22

... 9.3 m, MCT 1 m = 10 5 MNm, LCF = 2.7m aft of amidships. Solution Trim lost when touching down Distance from heel of sternframe to LCF Moment applied to ship when touching down Trimming ... curve, up to a given angle, is proportional to the energy needed to heel it to that angle. It is a measure of the energy it can absorb from wind and waves...

Ngày tải lên: 13/08/2014, 16:22

... Strong gale 10 Storm 1 1 Violent storm 12 Hurricane Limits oj (knots) I 1 to 3 4 to 6 7 to 10 11 to 16 17 to 21 22 to 27 28 to 33 34 to 40 41 to 47 48 to 55 56 to 63 64 and ... and over speed (m/s) 0.3 0.3 to 1. 5 1. 6 to 3,3 3.4 to 5.4 5.5 to 7.9 8.0 to 10 .7 10 .8 to 13 .8 13 .9 to 17 .1 17,2 to 20.7 20.8...

Ngày tải lên: 13/08/2014, 16:22

... due to the structure: (1) Becoming distorted due to being strained past the yield point. This will lead to permanent set and the distortion may lead to systems being unable to ... the still water and wave moments, giving: Sagging = 797+ 718 = 15 15MNm Hogging = 797- 718 = 79MNm Had the mass of 5000 tonnes been distributed uniformly over the whole...

Ngày tải lên: 13/08/2014, 16:22

... ]() 7 Q 0.008333 0.005482 0.004688 0.003397 0.003000 0.002309 Reynolds' number 1C) 8 5 X 10 8 10 9 5 X 10 9 10 1( ) 5 X 10 '° Q 0.002085 0.0 016 71 0.0 015 3! 0.0 012 65 0.0 011 72 0.0009 91 Froude method Using Froude's 'circular'or ... ITTC 19 57 lines Table 8.2 Comparison of coefficients from Schoenherr and ITTC formulae Reynolds '...

Ngày tải lên: 13/08/2014, 16:22

... at three displacements ranging from 11 61 tonf (11 .57 MN) to 938 tonf (9.35 MN), and over a speed range of 3 to 12 .5 knots. The pull in the towrope was measured by dynamometer ... W. (18 74) On experiments with HMSGreyhound. TINA. 14 . Denny, Sir Maurice E. (19 51) BSRA resistance experiments on the Lucy Ashton, Part. 1; Full scale measurem...

Ngày tải lên: 13/08/2014, 16:22

... loading Light Loaded Light Loaded Light Loaded Average action 2 node 59 52 10 4 15 0 13 5 10 6 85 85 Frequency < Vertical 3 4 : node node nc 12 1 18 8 2< 10 8 16 6 2$ 17 7 290 283 210 16 8 18 0 240 yf vibration f 5 2 tde node IS 10 3 10 83 15 5 230 200 18 0 13 5 12 0 larizontal 3 ... SHOCK 279 Figure 11 ,1 Magnification factor displacement to the s...

Ngày tải lên: 13/08/2014, 16:22