Intro to Naval Architecture 3 2010 Part 4 pptx

Intro to Naval Architecture 3 2010 Part 4 pptx

Intro to Naval Architecture 3 2010 Part 4 pptx

... high Phenomenal 0 0 to 0.10 0.10 to 0,50 0.50 to 1.25 1.25 to 2,50 2.50 to 4. 00 4. 00 to 6.00 6.00 to 9.00 9.00 to 14. 00 Over 14 description of a sea state, related to significant wave ... feet per ton) and of sea water as 64 lb/ ft 3 (35 cubic feet per ton). The corresponding 'preferred' values in SI units are l.OOOtonne/m 3...

Ngày tải lên: 12/08/2014, 03:20

30 230 0
Intro to Naval Architecture 3 2010 Part 1 pps

Intro to Naval Architecture 3 2010 Part 1 pps

... factor (4T/3D) 2 is not to be taken as greater than unity and the term K 2 V C (4T/3D) 2 is not to be taken as less than 0.25GT. (3) NT is not to be less than 0 .30 GT. (4) All ... multiplied by a coefficient to bring it generally into line with previous calculations of tonnage. Each is determined by a formula. Gross tonnage (G7) = 47 V = total...

Ngày tải lên: 12/08/2014, 03:20

30 304 0
Intro to Naval Architecture 3 2010 Part 3 docx

Intro to Naval Architecture 3 2010 Part 3 docx

... STABILITY Inclination o 0 15 30 45 60 GZ m 0 0.2 03 0. 540 0. 835 0.692 Simpson 's multiplier 1 4 2 4 1 Sum Area product 0 0,812 1.080 3. 340 0.692 mation = 5.9 24 Influence of wind on stability In ... to 30 °; not less than 0.09m rad up to 40 ° or up to the downflooding angle and not less than 0. 03 m rad between these two angles. (2) GZ must be...

Ngày tải lên: 12/08/2014, 03:20

30 316 0
Intro to Naval Architecture 3 2010 Part 6 potx

Intro to Naval Architecture 3 2010 Part 6 potx

... 7.2 (l> e 0 0 ,4 0.8 1,2 1.6 2.0 2 .4 5(o)J 0 0.106 0 .32 5 0 .30 0 0. 145 0.060 0 RAO 0 1 03 120 106 95 77 64 (RAO) 2 0 10609 144 00 11 236 9025 5929 40 96 E(ti>J A 0 11 24. 6 46 80.0 33 70.8 130 8.6 35 5.7 0 Simpson's ... multiplier 1 4 2 4 2 4 1 Summation Product 0 44 98 ,4 936 0.0 1 34 83. 2 2617.2 142 2.8 0 31 381.6 In the Table 7.2, E(ft> e )...

Ngày tải lên: 12/08/2014, 03:20

30 172 0
Intro to Naval Architecture 3 2010 Part 8 potx

Intro to Naval Architecture 3 2010 Part 8 potx

... 207 (2) Using Schoenherr. Total resistance = 33 4 100N, allowing for roughness Effective power = 2578 kW (3) Using the ITTC line. Total resistance = 32 4 200 N Effective power ... ship and model data showed the ship resistance to be some 14 per cent higher than predicted over the speed range 12 to 13 knots. There appeared to be no significant...

Ngày tải lên: 12/08/2014, 03:20

30 370 0
Intro to Naval Architecture 3 2010 Part 10 potx

Intro to Naval Architecture 3 2010 Part 10 potx

... loading Light Loaded Light Loaded Light Loaded Average action 2 node 59 52 1 04 150 135 106 85 85 Frequency < Vertical 3 4 : node node nc 121 188 2< 108 166 2$ 177 290 2 83 210 168 180 240 yf vibration f 5 2 tde node IS 1 03 10 83 155 230 200 180 135 120 larizontal 3 ... at mid span will be MgZ3 /48 EL If the beam is deflected y from its ~quilibrium positi...

Ngày tải lên: 12/08/2014, 03:20

30 177 0
Intro to Naval Architecture 3 2010 Part 12 doc

Intro to Naval Architecture 3 2010 Part 12 doc

... cub. ft 0.02 83 m s Velocity ft/s 0 .30 48 m/s knot (UK) 0.5 14 77 m/s knot (International) 0.5 14 44 m/s Standard acceleration, g 32 .1 74 ft/s 2 9.806 65 m 2 /s Mass ton 1016.05kg Pressure ... cd.sr Illuminance lux (Ix) lm/m 2 Table A .3 Some equivalent values Quantity UK unit Equivalent SI unit Length foot 0 .30 48 m mile 1609 . 34 m nautical mi...

Ngày tải lên: 12/08/2014, 03:20

30 198 0
Intro to Naval Architecture 3 2010 Part 13 ppsx

Intro to Naval Architecture 3 2010 Part 13 ppsx

... 297, 33 6 Cavitation bucket, 236 Cavitation number, 235 , 238 Cavitation tunnel, 233 , 235 , 237 , 249 Centre of buoyancy, 31 , 33 , 38 , 40 , 41 , 48 , 201, 34 4 Centre of flotation, 41 , 43 , 46 , ... 36 , 52, 64, 71, 73, 31 1 Cargo handling, 2, 31 7, 32 4, 32 6, 39 6 Cargo holds, 75, 169, 32 4 Catamarans, 115, 30 6, 33 4, 33 7, 33 8 Cathodic...

Ngày tải lên: 12/08/2014, 03:20

12 254 0
Intro to Naval Architecture 3E Episode 3 docx

Intro to Naval Architecture 3E Episode 3 docx

... (p 0 0,259 0.500 0.707 0.866 0.966 1.000 SG sin <p m 0 0.0 93 0.180 0.255 0 .31 2 0 . 34 8 0 .36 0 sz in 0 0.11 0 .36 0.58 0 .38 -0.05 -0.60 GZ m 0 0,2 03 0. 540 0. 835 0.692 0.298 -0. 240 Transverse movement of weight Sometimes ... in Figure 4 .35 and using the added weight approach, the ship will heel until: VGM 70 Table 4 .3 FLOTATION AND STABILITY Inclinat...

Ngày tải lên: 13/08/2014, 16:22

30 179 0
Intro to Naval Architecture 3E Episode 4 ppsx

Intro to Naval Architecture 3E Episode 4 ppsx

... 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 to 24, 4 24. 5 to 28 .4 28.5 to 32 .6 32 .7 and over generation ... 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...

Ngày tải lên: 13/08/2014, 16:22

30 196 0
w