江苏科技大学本科毕业设计（论文）
进水深度Immersed depth:0.48m 设计水线长Lwl:5.38m
水下湿表面积Waterplane area:5.87m2 棱形系数Cp:0.608 方形系数Cb:0.455 中横剖面系数Cm:0.772 水线面系数Cwp:0.71 浮心高度KB
0.299m
每厘米吃水吨数TPc:0.06t/cm 每厘米纵倾力矩MTc:0.019t.m
2.1.4利用Hydromax对艇静止在水面时基本计算
用Hydromax建模分析计算，得到如下报告： Loadcase - Loadcase1（计算状态） Damage Case - Intact Free to Trim
Relative Density (specific gravity) = 1.025; (Density = 1.0252 tonne/m^3) Fluid analysis method: Use corrected VCG Item Name Quantity Weight Long.Artonne m m Vert.Arm m Trans.Arm m FS Mom. tonne.m Lightship 1 Total Weight= 0.9250 2.760 760 FS corr.=0 VCG fluid=0.064 0.064 0.000 00 0.000 0 0.9250 LCG=2.VCG=0.064 TCG=0.0FSM Type
Heel to Starboard degrees Displacement tonne Draft at FP m 0.335 0.293 11
-30.0 0.9250 -20.0 0.9250 -10.0 0.9250 0.271 0.0 0.9250 0.264 10.0 0.9250 0.271 20.0 0.9250 0.293 江苏科技大学本科毕业设计（论文）
Draft at AP m WL Length m Immersed Depth m WL Beam m Wetted Area m^2 Waterpl. Area m^2 Prismatic Coeff. Block Coeff. LCB from Amidsh. (+ve fwd) m VCB from DWL m GZ m LCF from Amidsh. (+ve fwd) m TCF to zero pt. m Max deck inclination deg Trim angle (+ve by stern) deg 0.0 0.0 0.0 0.0 0.0 0.0 -0.381 30.0 -0.251 20.0 -0.122 10.0 0.000 0.4 0.122 10.0 0.251 20.0 -0.121 -0.356 -7.316 -0.118 -0.245 -7.354 -0.115 -0.125 -7.383 -0.113 0.000 -7.393 -0.115 0.125 -7.383 -0.118 0.245 -7.354 0.335 4.875 0.357 1.360 5.571 4.794 0.584 0.381 -7.240 0.293 4.897 0.341 1.357 5.585 4.781 0.589 0.398 -7.240 0.271 4.889 0.321 1.369 5.621 4.814 0.594 0.420 -7.239 0.264 4.861 0.309 1.374 5.635 4.831 0.599 0.437 -7.239 0.271 4.889 0.321 1.369 5.621 4.814 0.594 0.420 -7.239 0.293 4.897 0.341 1.357 5.585 4.781 0.589 0.398 -7.240
Heel to Starboard degrees Displacement tonne Draft at FP m Draft at AP m WL Length m Immersed Depth m WL Beam m Wetted Area m^2 Waterpl. Area m^2 Prismatic Coeff. Block Coeff. LCB from Amidsh. (+ve fwd) m VCB from DWL m GZ m LCF from Amidsh. (+ve fwd) m TCF to zero pt. m Max deck inclination deg Trim angle (+ve by stern) deg 12
30.0 0.9250 0.335 0.335 4.875 0.357 1.360 5.571 4.794 0.584 0.381 -7.240 -0.121 0.356 -7.316 0.381 30.0 0.0 40.0 0.9250 0.403 0.403 4.811 0.365 1.402 5.630 4.913 0.576 0.367 -7.239 -0.121 0.460 -7.281 0.518 40.0 0.0 50.0 0.9250 0.505 0.505 4.677 0.358 1.539 5.875 5.261 0.567 0.350 -7.235 -0.116 0.571 -7.259 0.674 50.0 0.0 60.0 0.9250 0.671 0.671 4.475 0.328 1.610 6.256 5.617 0.559 0.382 -7.226 -0.105 0.714 -7.218 0.817 60.1 0.0 70.0 0.9250 0.926 0.926 4.223 0.296 1.479 6.416 5.425 0.589 0.489 -7.211 -0.103 0.836 -7.133 0.862 70.1 0.0 80.0 0.9250 1.460 1.460 4.458 0.341 1.352 6.384 5.008 0.577 0.439 -7.193 -0.114 0.906 -7.083 0.877 80.0 0.0 江苏科技大学本科毕业设计（论文）
Heel to Starboard degrees Displacement tonne Draft at FP m Draft at AP m WL Length m Immersed Depth m WL Beam m Wetted Area m^2 Waterpl. Area m^2 Prismatic Coeff. Block Coeff. LCB from Amidsh. (+ve fwd) m VCB from DWL m GZ m LCF from Amidsh. (+ve fwd) m TCF to zero pt. m Max deck inclination deg Trim angle (+ve by stern) deg 0.0 0.0 0.0 0.0 0.0 0.0 0.877 90.0 0.853 100.0 0.797 109.9 0.703 119.9 0.577 129.9 0.430 139.9 -0.131 0.917 -7.048 -0.147 0.872 -7.035 -0.159 0.778 -7.015 -0.163 0.647 -7.012 -0.161 0.488 -7.043 -0.152 0.313 -7.093 0.9250 N/A N/A 5.144 0.440 1.231 6.375 4.627 0.529 0.323 -7.175 0.9250 -0.105 -0.105 5.670 0.514 1.110 6.324 4.253 0.516 0.279 -7.161 0.9250 -0.620 -0.620 5.969 0.558 0.994 6.311 3.995 0.529 0.272 -7.154 0.9250 -0.860 -0.860 5.979 0.574 0.918 6.357 3.876 0.567 0.286 -7.157 0.9250 -1.015 -1.015 5.951 0.563 0.879 6.449 3.882 0.610 0.307 -7.168 0.9250 -1.130 -1.130 5.934 0.525 0.882 6.642 4.052 0.655 0.328 -7.186 90.0 100.0 110.0 120.0 130.0 140.0
Heel to Starboard degrees Displacement tonne Draft at FP m Draft at AP m WL Length m Immersed Depth m WL Beam m Wetted Area m^2 Waterpl. Area m^2 Prismatic Coeff. Block Coeff. LCB from Amidsh. (+ve fwd) m VCB from DWL m GZ m LCF from Amidsh. (+ve fwd) m 13
150.0 0.9250 -1.221 -1.221 5.924 0.463 0.932 6.978 4.446 0.707 0.353 -7.208 -0.136 0.133 -7.158 160.0 0.9250 -1.295 -1.295 5.920 0.372 1.060 7.606 5.229 0.773 0.386 -7.231 -0.114 -0.031 -7.243 170.0 0.9250 -1.349 -1.349 5.919 0.263 1.398 9.062 6.978 0.876 0.415 -7.248 -0.083 -0.133 -7.399 180.0 0.9250 -1.357 -1.357 5.920 0.259 2.031 10.717 8.788 0.871 0.290 -7.250 -0.055 0.000 -7.543 江苏科技大学本科毕业设计（论文）
TCF to zero pt. m Max deck inclination deg Trim angle (+ve by stern) deg 0.0 0.0 0.0 0.0 0.277 150.0 0.139 160.0 0.073 170.0 0.000 179.5
Graph:
1Max GZ = 0.92 m at 87 deg.0.750.5GZ m0.250-0.25-0.504080Heel to Starboard deg.120160 2.1.4.1大倾角稳性(横倾)
Resultes:
14
江苏科技大学本科毕业设计（论文）
Graph:
2.1.4.2平衡分析
Resultes:
15