Intro to Naval Architecture 3 2010 Part 6 potx

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 0.1 06 0 .32 5 0 .30 0 0.145 0. 060 0 RAO 0 1 03 120 1 06 95 77 64 (RAO) 2 0 1 060 9 14400 11 2 36 9025 5929 40 96 E(ti>J A 0 1124 .6 468 0.0 33 70.8 130 8 .6 35 5.7 0 Simpson's ... multiplier 1 4 2 4 2 4 1 Summation Product 0 4498,4 9 36 0.0 134 83. 2 261 7.2 1422.8 0 31 381 .6 In the Table 7.2, E(ft> e ) is...

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 ... cases considered, would be: (1) Using Froude. Total resistance = 32 6 700 N 32 6 700 X 15 X 1852 Figure 8, 13 Lucy Ashton data 218 PROPULSION Figure 9,7 Lift and drag c...

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 52 104 150 135 1 06 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 ... SHOCK B M,, = M 1.2 + — 3T The Todd formula gives consistendy lower values tha...

Ngày tải lên: 12/08/2014, 03:20

30 177 0
Intro to Naval Architecture 3 2010 Part 1 pps

Intro to Naval Architecture 3 2010 Part 1 pps

... The 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 ... provides the ability to build much larger, faster, ships and these are adopted to gain the economic advantages those features can confer. NAVAL ARCHITECTURE Nava...

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

... 4 .3 FLOTATION AND STABILITY Inclination o 0 15 30 45 60 GZ m 0 0.2 03 0.540 0. 835 0 .69 2 Simpson 's multiplier 1 4 2 4 1 Sum Area product 0 0,812 1.080 3. 340 0 .69 2 mation = 5.924 Influence of wind ... 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 4 pptx

Intro to Naval Architecture 3 2010 Part 4 pptx

... water Temperature TO 0 10 20 30 Der, (kg/ Fresh water 999.8 999 .6 998.1 995 .6 isity •m 3 ) Salt water 1028.0 10 26. 9 1024.7 1021.7 Kinematic (mVs Fresh water 1.787 1 .30 6 1.004 0.801 c viscosity x 10 6 ) ... 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.OOOtonn...

Ngày tải lên: 12/08/2014, 03:20

30 230 0
Intro to Naval Architecture 3 2010 Part 12 doc

Intro to Naval Architecture 3 2010 Part 12 doc

... ft 0.02 83 m s Velocity ft/s 0 .30 48 m/s knot (UK) 0.514 77 m/s knot (International) 0.514 44 m/s Standard acceleration, g 32 .174 ft/s 2 9.8 06 65 m 2 /s Mass ton 10 16. 05kg Pressure ... are required to conform to the requirement of MARPOL 73/ 78. Deadweight capacities range from small to upwards of 200000 tonnes. Speeds are in the range of 12 t...

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

... 2 93 Buttocks, 5, 281 Camber hull, 7 propeller blade, 215 Capsize, 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, ... stability, 30 , 36 , 1 56, 271, 34 3 Margin line, 81 Nodes, 165 , 166 , 282 Marine Safety Agency, 4, 14 Noise, 97, 2 06, 220, 239 , 2 76, 2 96,...

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 .69 2 0.298 -0.240 Transverse movement of weight Sometimes ... important to the design of heavy lift ships. 66 FLOTATION AND STABILITY Table 4.2 Inclination (") 0 15 30 45 60 75 90 si...

Ngày tải lên: 13/08/2014, 16:22

30 179 0
Intro to Naval Architecture 3E Episode 6 pptx

Intro to Naval Architecture 3E Episode 6 pptx

... 7.2 (l> e 0 0,4 0.8 1,2 1 .6 2.0 2.4 5(o)J 0 0.1 06 0 .32 5 0 .30 0 0.145 0. 060 0 RAO 0 1 03 120 1 06 95 77 64 (RAO) 2 0 1 060 9 14400 11 2 36 9025 5929 40 96 E(ti>J A 0 1124 .6 468 0.0 33 70.8 130 8 .6 35 5.7 0 Simpson's ... multiplier 1 4 2 4 2 4 1 Summation Product 0 4498,4 9 36 0.0 134 83. 2 261 7.2 1422.8 0 31 381 .6 In the Table 7.2, E(ft> e ) is...

Ngày tải lên: 13/08/2014, 16:22

30 263 0
Từ khóa:
w