人人文库网 > 图纸下载 > 毕业设计 > 2300吨沿海干杂货船方案设计【含7张CAD图纸、说明书】

附录二2(A4).doc

2300吨沿海干杂货船方案设计【含7张CAD图纸、说明书】

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2300吨沿海干杂货船方案设计【含7张CAD图纸、说明书】.zip

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1型线绘制（A1）.dwg

2总布置图1（A1）.dwg

3静水力曲线(A4).dwg

4稳性横截曲线(A4).dwg

5螺旋桨(A3).dwg

6中横剖面图(A3).dwg

7中纵剖面图（A3）.dwg

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编号：11896344 类型：共享资源大小：1.33MB 格式：ZIP 上传时间：2018-12-20 上传人：机****料 IP属地：河南

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关键词：: 含7张CAD图纸、说明书沿海杂货方案设计 cad 图纸说明书仿单

资源描述：

总布置图.gif

静水力曲线.gif

螺旋桨.gif

目录.png

稳性横截曲线.gif

型线绘制.gif

摘要.png

中横剖面图.gif

中纵剖面图.gif

内容简介：: 附录二：表5.2.1 0水线Aw，Xf，Cpw，It，IL站号距中di半宽yidi-di-1yi+yi-1*di*yidi*yi+di-1*yi-1*yi*3i+i-1*/2yi*di*2i+i-1*尾-38.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 -36.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 -34.2 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 -32.4 0.2 1.8 0.2 0.3 -5.7 -5.7 -10.2 0.0 0.0 0.0 184 184 331 2 -28.8 0.4 3.6 0.6 2.0 -11.0 -16.7 -60.0 0.1 0.1 0.1 317 501 1802 3 -25.2 0.8 3.6 1.2 4.3 -20.2 -31.2 -112 0.5 0.6 1.0 509 826 2972 4 -21.6 1.3 3.6 2.1 7.7 -29.0 -49.2 -177 2.4 2.9 5.3 626 1134 4084 5 -18.0 2.0 3.6 3.4 12.2 -36.8 -65.7 -237 8.5 10.9 19.7 662 1287 4634 6 -14.4 2.8 3.6 4.9 17.5 -40.7 -77.5 -279 22.6 31.2 56.1 587 1248 4494 7 -10.8 3.7 3.6 6.5 23.5 -39.9 -80.6 -290 50.3 73.0 131 431 1017 3662 8 -7.2 4.5 3.6 8.2 29.6 -32.7 -72.5 -261 93.3 144 258 235 666 2397 9 -3.6 5.3 3.6 9.9 35.6 -19.2 -51.9 -187 153 246 443 69.3 304 1096 10 0.0 5.4 3.6 10.7 38.6 0.0 -19.2 -69.3 156 309 555 0.0 69.3 249 11 3.6 5.4 3.6 10.7 38.7 19.3 19.3 69.4 154 309 557 69 69 250 12 7.2 5.4 3.6 10.7 38.6 38.6 57.9 208 154 308 554 278 347 1251 13 10.8 5.0 3.6 10.4 37.3 53.9 92.5 333 124 278 501 582 860 3095 14 14.4 4.2 3.6 9.2 33.2 61.0 115 413 76.0 200 360 878 1460 5256 15 18.0 3.0 3.6 7.2 26.1 54.1 115 414 27.2 103 186 974 1852 6668 16 21.6 1.7 3.6 4.7 17.0 37.1 91.2 328.2 5.1 32.2 58.0 801 1775 6388 17 25.2 0.8 3.6 2.5 9.0 19.8 56.9 204.7 0.5 5.5 10.0 499 1300 4679 18 28.8 0.3 3.6 1.1 3.9 8.5 28.3 101.8 0.0 0.5 0.9 244 743 2675 19 32.4 0.1 3.6 0.3 1.2 1.7 10.1 36.4 0.0 0.0 0.0 54 297 1071 20 36.0 0.0 3.6 0.1 0.2 0.0 1.7 5.9 0.0 0.0 0.0 0.0 53.5 193 总和Aw=377 Moy=433.4 3697 57246 计算Xf=Moy/Aw=1.2 Cwp=Aw/L/B=0.4 It=2465 IL=56747 附录二：表5.2.2 500水线Aw，Xf，Cpw，It，IL站号距中di半宽yidi-di-1yi+yi-1*di*yidi*yi+di-1*yi-1*yi*3i+i-1*/2yi*di*2i+i-1*尾-38.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 -36.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 -34.2 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 -32.4 0.6 1.8 0.6 1.1 -19.2 -19.2 -34.5 0.2 0.2 0.2 621 621 1119 2 -28.8 1.4 3.6 2.0 7.2 -40.6 -59.8 -215 2.8 3.0 5.4 1169 1790 6444 3 -25.2 2.2 3.6 3.6 13.1 -56.4 -97.0 -349 11.2 14.0 25.2 1422 2591 9326 4 -21.6 3.1 3.6 5.3 19.1 -66.4 -123 -442 29.1 40.3 72.5 1435 2857 10283 5 -18.0 3.9 3.6 7.0 25.3 -70.9 -137 -494 61.1 90.2 162 1276 2711 9759 6 -14.4 4.7 3.6 8.7 31.3 -68.4 -139 -501 107 168 303 985 2261 8140 7 -10.8 5.5 3.6 10.3 37.0 -59.6 -128 -461 168 275 495 644 1628 5862 8 -7.2 6.1 3.6 11.6 41.7 -43.8 -103 -372 225 393 707 315 959 3451 9 -3.6 6.5 3.6 12.6 45.2 -23.3 -67.1 -242 272 497 894 84.0 399 1437 10 0.0 6.5 3.6 12.9 46.6 0.0 -23.3 -84.0 269 541 973 0.0 84.0 302 11 3.6 6.5 3.6 12.9 46.5 23.3 23.3 83.7 269 538 969 83.7 83.7 301 12 7.2 6.5 3.6 12.9 46.5 46.5 69.8 251.1 269 539 970 335 419 1507 13 10.8 6.3 3.6 12.8 46.1 68.5 115.0 414.0 255 525 944 740 1075 3868 14 14.4 6.1 3.6 12.5 44.9 88.3 156.8 564.5 231 486 874 1272 2011 7241 15 18.0 5.6 3.6 11.7 42.2 100.4 188.7 679.3 173 404 727 1807 3078 11082 16 21.6 4.6 3.6 10.2 36.8 100.2 200.6 722.1 99.8 273 492 2164 3971 14296 17 25.2 3.3 3.6 7.9 28.6 83.4 183.6 660.9 36.2 136 245 2101 4266 15357 18 28.8 1.8 3.6 5.1 18.4 51.8 135.2 486.8 5.8 42.1 75.7 1493 3594 12940 19 32.4 0.7 3.6 2.5 9.1 23.7 75.6 272.0 0.4 6.2 11.2 768 2261 8141 20 36.0 0.3 3.6 1.0 3.8 11.3 35.0 126.1 0.0 0.4 0.8 407 1175 4231 总和Aw=591 Moy=1065 8947 135088 计算Xf=Moy/Aw=1.8 Cwp=Aw/L/B=0.6 It=5964 IL=133169 附录二：表5.2.3 1000水线Aw，Xf，Cpw，It，IL站号距中di半宽yidi-di-1yi+yi-1*di*yidi*yi+di-1*yi-1*yi*3i+i-1*/2yi*di*2i+i-1*尾-38.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 -36.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5-34.2 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 -32.4 0.8 1.8 0.8 1.4 -25.5 -25.5 -45.9 0.5 0.5 0.4 826 826 1487 2 -28.8 1.7 3.6 2.5 9.0 -49.0 -74.5 -268 4.9 5.4 9.7 1411 2237 8053 3 -25.2 2.7 3.6 4.4 15.7 -67.2 -116 -418 19.0 23.9 43.0 1694 3105 11178 4 -21.6 3.7 3.6 6.3 22.8 -78.9 -146 -526 48.7 67.7 122 1704 3399 12235 5 -18.0 4.5 3.6 8.2 29.5 -81.9 -161 -579 94.1 143 257 1474 3178 11440 6 -14.4 5.3 3.6 9.9 35.5 -76.6 -158 -571 151 245 441 1103 2577 9277 7 -10.8 6.0 3.6 11.3 40.7 -64.6 -141 -508 214 365 656 698 1801 6484 8 -7.2 6.4 3.6 12.4 44.6 -46.2 -111 -399 264 478 861 333 1030 3709 9 -3.6 6.7 3.6 13.1 47.3 -24.2 -70.4 -253 304 568 1022 87.1 420 1511 10 0.0 6.7 3.6 13.4 48.4 0.0 -24.2 -87.1 302 606 1090 0.0 87.1 313.6 11 3.6 6.7 3.6 13.4 48.3 24.2 24.2 87.1 303 605 1090 87.1 87.1 313.4 12 7.2 6.7 3.6 13.4 48.4 48.3 72.5 261.1 303 606 1090 348 435 1566 13 10.8 6.6 3.6 13.3 47.9 71.1 119.5 430.1 286 588 1059 768 1116 4018 14 14.4 6.4 3.6 13.0 46.9 92.7 163.9 589.9 267 553 995 1335 2104 7573 15 18.0 6.0 3.6 12.5 44.9 108.5 201.2 724.5 219 486 875 1953 3288 11838 16 21.6 5.2 3.6 11.3 40.6 113.4 221.9 798.8 145 364 655 2449 4402 15847 17 25.2 4.0 3.6 9.3 33.3 101.1 214.4 771.9 64.5 209 376 2547 4995 17984 18 28.8 2.5 3.6 6.5 23.3 71.2 172.3 620.2 15.1 79.6 143 2051 4598 16552 19 32.4 1.2 3.6 3.6 13.1 37.7 108.9 392.2 1.6 16.7 30.1 1222 3273 11783 20 36.0 0.6 3.6 1.7 6.2 20.3 58.0 208.7 0.2 1.8 3.2 730 1952 7026 总和Aw=649 Moy=1229 10818 160190 计算Xf=Moy/Aw=1.9 Cwp=Aw/L/B=0.7 It=7212 IL=157864 附录二：表5.2.4 2000水线Aw，Xf，Cpw，It，IL站号距中di半宽yidi-di-1yi+yi-1*di*yidi*yi+di-1*yi-1*yi*3i+i-1*/2yi*di*2i+i-1*尾-38.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 -36.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 -34.2 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 -32.4 0.8 1.8 0.8 1.5 -26.3 -26.3 -47.4 0.5 0.5 0.5 852 852 1534 2 -28.8 1.9 3.6 2.7 9.7 -54.4 -80.7 -291 6.8 7.3 13.1 1568 2420 8712 3 -25.2 3.0 3.6 4.9 17.6 -75.7 -130 -469 27.1 33.9 61.0 1908 3476 12513 4 -21.6 4.2 3.6 7.2 26.0 -91.2 -167 -601 75.4 103 185 1971 3879 13965 5 -18.0 5.3 3.6 9.5 34.2 -94.9 -186 -670 146 222 399 1708 3679 13243 6 -14.4 5.9 3.6 11.2 40.4 -85.7 -181 -650 210 357 642 1233 2941 10588 7 -10.8 6.4 3.6 12.3 44.4 -69.1 -155 -557 262 472 850 746 1980 7126 8 -7.2 6.7 3.6 13.1 47.0 -48.0 -117 -422 296 558 1005 346 1092 3931 9 -3.6 6.8 3.6 13.4 48.3 -24.3 -72.3 -260 308 604 1087 87.5 433 1559 10 0.0 6.8 3.6 13.5 48.6 0.0 -24.3 -87.5 308 615 1107 0.0 87.5 314.9 11 3.6 6.8 3.6 13.5 48.6 24.3 24.3 87.5 308 615 1107 87.5 87.5 314.9 12 7.2 6.8 3.6 13.5 48.6 48.6 72.9 262.4 308 615 1107 350 437 1575 13 10.8 6.7 3.6 13.5 48.5 72.6 121.2 436.4 304 612 1101 784 1134 4083 14 14.4 6.6 3.6 13.4 48.1 95.5 168.2 605.4 292 596 1073 1376 2160 7776 15 18.0 6.4 3.6 13.0 46.8 114.6 210.1 756.5 258 550 990 2063 3438 12378 16 21.6 5.8 3.6 12.1 43.6 124.4 239.0 860.3 191 449 808 2686 4749 17097 17 25.2 4.7 3.6 10.4 37.5 117.7 242.1 871.4 102 293 527 2966 5652 20348 18 28.8 3.2 3.6 7.8 28.3 91.6 209.2 753.3 32.1 134 241 2637 5602 20169 19 32.4 1.7 3.6 4.9 17.5 54.4 146.0 525.6 4.7 36.9 66.4 1764 4400 15841 20 36.0 0.7 3.6 2.3 8.4 23.6 78.0 281.0 0.3 5.0 9.0 850 2614 9410 总和Aw=695 Moy=1386 12380 182478 计算Xf=Moy/Aw=2.0 Cwp=Aw/L/B=0.7 It=8253 IL=179716 附录二：表5.2.5 3000水线Aw，Xf，Cpw，It，IL站号距中di半宽yidi-di-1yi+yi-1*di*yidi*yi+di-1*yi-1*yi*3i+i-1*/2yi*di*2i+i-1*尾-38.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 -36.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 -34.2 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 -32.4 0.9 1.8 0.9 1.7 -30.0 -30.0 -54.1 0.8 0.8 0.7 973 973 1752 2 -28.8 2.1 3.6 3.0 10.9 -60.4 -90.4 -326 9.2 10.0 18.0 1739 2712 9765 3 -25.2 3.4 3.6 5.5 19.8 -85.7 -146 -526 39.3 48.5 87.3 2159 3898 14034 4 -21.6 4.8 3.6 8.2 29.5 -103 -189 -680 109 149 267 2231 4390 15803 5 -18.0 5.8 3.6 10.6 38.0 -104 -207 -747 194 303 546 1875 4106 14781 6 -14.4 6.3 3.6 12.1 43.7 -91.3 -195 -704 255 449 808 1315 3190 11485 7 -10.8 6.6 3.6 12.9 46.5 -71.1 -162 -585 286 541 973 768 2083 7499 8 -7.2 6.7 3.6 13.3 47.9 -48.3 -119 -430 303 588 1059 348 1116 4018 9 -3.6 6.8 3.6 13.5 48.5 -24.3 -72.6 -262 308 610 1098 87.5 436 1568 10 0.0 6.8 3.6 13.5 48.6 0.0 -24.3 -87.5 308 615 1107 0.0 87.5 314.9 11 3.6 6.8 3.6 13.5 48.6 24.3 24.3 87.5 308 615 1107 87.5 87.5 314.9 12 7.2 6.8 3.6 13.5 48.6 48.6 72.9 262.4 308 615 1107 350 437 1575 13 10.8 6.8 3.6 13.5 48.6 72.9 121.5 437.4 308 615 1107 787 1137 4094 14 14.4 6.7 3.6 13.5 48.5 96.7 169.6 610.5 303 610 1099 1392 2180 7847 15 18.0 6.5 3.6 13.2 47.7 117.4 214.1 770.9 278 580 1045 2114 3506 12622 16 21.6 6.0 3.6 12.5 45.2 130.1 247.5 891.0 218 496 893 2810 4923 17724 17 25.2 5.0 3.6 11.1 39.8 127.2 257.3 926.1 129 347 624 3205 6015 21653 18 28.8 3.6 3.6 8.6 31.1 103.1 230.3 828.9 45.8 174 314 2969 6174 22225 19 32.4 1.9 3.6 5.5 19.7 61.3 164.4 591.9 6.8 52.6 94.7 1987 4956 17841 20 36.0 0.4 3.6 2.3 8.1 12.9 74.2 267.2 0.0 6.8 12.3 464 2451 8824 总和Aw=722Moy=127413368 195741 计算Xf=Moy/Aw=1.8Cwp=Aw/L/B=0.7It=8912IL=193495附录二：表5.2.6 4000水线Aw，Xf，Cpw，It，IL站号距中di半宽yidi-di-1yi+yi-1*di*yidi*yi+di-1*yi-1*yi*3i+i-1*/2yi*di*2i+i-1*尾-38.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 -36.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 -34.2 0.9 1.8 0.9 1.6 -31.0 -31.0 -55.7 0.7 0.7 0.7 1059 1059 1905 1 -32.4 1.8 1.8 2.7 4.9 -58.7 -89.6 -161 5.9 6.7 6.0 1901 2960 5327 2 -28.8 3.2 3.6 5.0 18.1 -92.8 -151 -545 33.5 39.4 71.0 2673 4574 16468 3 -25.2 4.5 3.6 7.7 27.7 -113 -205 -739 89.0 122 220 2835 5509 19831 4 -21.6 5.5 3.6 10.0 35.9 -119 -231 -833 166 255 460 2566 5401 19444 5 -18.0 6.2 3.6 11.7 42.0 -111 -230 -828 236 402 724 2002 4567 16442 6 -14.4 6.5 3.6 12.7 45.8 -94.3 -205 -740 281 516 930 1358 3359 12093 7 -10.8 6.7 3.6 13.2 47.7 -72.4 -167 -600 301 582 1047 782 2139 7701 8 -7.2 6.7 3.6 13.4 48.4 -48.6 -121 -435 307 608 1094 350 1131 4072 9 -3.6 6.8 3.6 13.5 48.6 -24.3 -72.9 -262 308 614 1106 87.5 437 1574 10 0.0 6.8 3.6 13.5 48.6 0.0 -24.3 -87.5 308 615 1107 0.0 87.5 314.9 11 3.6 6.8 3.6 13.5 48.6 24.3 24.3 87.5 308 615 1107 87.5 87.5 314.9 12 7.2 6.8 3.6 13.5 48.6 48.6 72.9 262.4 308 615 1107 350 437 1575 13 10.8 6.7 3.6 13.5 48.6 72.9 121.5 437.4 307 615 1107 787 1137 4094 14 14.4 6.7 3.6 13.5 48.5 96.9 169.8 611.3 305 612 1102 1396 2183 7858 15 18.0 6.6 3.6 13.3 48.0 118.8 215.7 776.6 287 592 1066 2138 3534 12722 16 21.6 6.2 3.6 12.8 46.0 133.1 251.9 907.0 234 522 939 2876 5014 18051 17 25.2 5.3 3.6 11.4 41.1 132.3 265.4 955.6 145 379 682 3334 6210 22355 18 28.8 3.8 3.6 9.1 32.6 109.6 241.9 871.0 55.2 200 360 3158 6492 23370 19 32.4 2.0 3.6 5.8 21.0 65.8 175.4 631.5 8.4 63.5 114 2131 5289 19039 20 36.0 0.2 3.6 2.2 8.0 6.5 72.3 260.2 0.0 8.4 15.1 235 2366 8516 总和Aw=767 Moy=513.4 14364 223069 计算Xf=Moy/Aw=0.7 Cwp=Aw/L/B=0.8 It=9576 IL=222725 附录二：表5.2.7 4800水线Aw，Xf，Cpw，It，IL站号距中di半宽yidi-di-1yi+yi-1*di*yidi*yi+di-1*yi-1*yi*3i+i-1*/2yi*di*2i+i-1*尾-38.6 2.2 0.0 0.0 0.0 -83.5 0.0 0.0 10.1 0.0 0.0 3224 0.0 0.0 0 -36.0 1.8 2.6 3.9 10.2 -63.0 -147 -381 5.4 15.5 20.2 2269 5494 14283 1 -34.2 2.4 1.8 4.2 7.5 -82.6 -146 -262 14.1 19.5 17.5 2825 5094 9169 1 -32.4 3.1 1.8 5.6 10.0 -102 -185 -332 31.1 45.2 40.7 3303 6127 11029 2 -28.8 4.5 3.6 7.7 27.6 -130 -232 -836 92.4 124 222 3750 7053 25389 3 -25.2 5.3 3.6 9.8 35.4 -134 -264 -951 151 243 438 3379 7129 25664 4 -21.6 6.0 3.6 11.3 40.8 -130 -264 -951 218 369 664 2810 6189 22279 5 -18.0 6.4 3.6 12.5 44.8 -116 -246 -885 266 485 872 2084 4894 17618 6 -14.4 6.7 3.6 13.1 47.1 -95.8 -212 -762 295 561 1010 1380 3464 12472 7 -10.8 6.7 3.6 13.4 48.3 -72.9 -169 -607 307 602 1084 787 2167 7803 8 -7.2 6.8 3.6 13.5 48.6 -48.6 -121 -437 308 615 1107 350 1137 4094 9 -3.6 6.8 3.6 13.5 48.6 -24.3 -72.9 -262 308 615 1107 87.5 437 1575 10 0.0 6.8 3.6 13.5 48.6 0.0 -24.3 -87.5 308 615 1107 0.0 87.5 314.9 11 3.6 6.8 3.6 13.5 48.6 24.3 24.3 87.5 308 615 1107 87.5 87.5 314.9 12 7.2 6.8 3.6 13.5 48.6 48.6 72.9 262.4 308 615 1107 350 437 1575 13 10.8 6.7 3.6 13.5 48.6 72.9 121.5 437.3 307 615 1107 787 1137 4093 14 14.4 6.7 3.6 13.5 48.6 97.1 169.9 611.8 306 614 1104 1398 2185 7866 15 18.0 6.7 3.6 13.4 48.2 119.8 216.8 780.6 295 601 1082 2156 3554 12793 16 21.6 6.3 3.6 12.9 46.5 135.3 255.1 918.3 246 541 973 2923 5079 18284 17 25.2 5.4 3.6 11.6 41.9 135.1 270.5 973.7 154 400 720 3406 6329 22783 18 28.8 4.0 3.6 9.3 33.6 114.4 249.5 898.2 62.6 217 390 3294 6699 24118 19 32.4 2.2 3.6 6.1 22.1 70.0 184.4 663.8 10.1 73 131 2269 5562 20024 20 36.0 0.1 3.6 2.2 8.1 2.8 72.8 262.2 0.0 10 18.2 101 2370 8531 总和Aw=834 Moy=-859 15430 272072 计算Xf=Moy/Aw=-1.0 Cwp=Aw/L/B=0.9 It=10287 IL=271186 附录二：表5.2.8 5000水线Aw，Xf，Cpw，It，IL站号距中di半宽yidi-di-1yi+yi-1*di*yidi*yi+di-1*yi-1*yi*3i+i-1*/2yi*di*2i+i-1*尾-38.6 2.2 0.0 0.0 0.0 -84.9 0.0 0.0 10.6 0.0 0.0 3276 0.0 0.0 0 -36.0 2.1 2.6 4.3 11.1 -74.8 -160 -415 9.0 19.6 25.5 2692 5968 15517 0.5 -34.2 2.7 1.8 4.8 8.6 -92.9 -168 -302 20.0 29.0 26.1 3177 5869 10563 1 -32.4 3.3 1.8 6.1 10.9 -109 -201 -363 37.6 57.6 51.8 3516 6692 12046 2 -28.8 4.8 3.6 8.1 29.2 -137 -245 -884 108 145 261 3944 7460 26855 3 -25.2 5.5 3.6 10.3 37.1 -140 -277 -996 170 278 500 3519 7463 26868 4 -21.6 6.1 3.6 11.7 42.0 -133 -272 -980 231 401 722 2863 6383 22978 5 -18.0 6.5 3.6 12.6 45.5 -117 -249 -898 273 505 908 2103 4966 17879 6 -14.4 6.7 3.6 13.2 47.4 -96.1 -213 -766 297 570 1027 1383 3486 12551 7 -10.8 6.8 3.6 13.4 48.3 -72.9 -169 -608 308 604 1088 787 2171 7814 8 -7.2 6.8 3.6 13.5 48.6 -48.6 -122 -437 308 615 1107 350 1137 4094 9 -3.6 6.8 3.6 13.5 48.6 -24.3 -72.9 -262 308 615 1107 87.5 437 1575 10 0.0 6.8 3.6 13.5 48.6 0.0 -24.3 -87.5 308 615 1107 0.0 87.5 314.9 11 3.6 6.8 3.6 13.5 48.6 24.3 24.3 87.5 308 615 1107 87.5 87.5 314.9 12 7.2 6.8 3.6 13.5 48.6 48.6 72.9 262.4 308 615 1107 350 437 1575 13 10.8 6.8 3.6 13.5 48.6 72.9 121.5 437.4 308 615 1107 787 1137 4094 14 14.4 6.7 3.6 13.5 48.6 97.0 169.9 611.7 306 613 1104 1397 2184 7863 15 18.0 6.7 3.6 13.4 48.3 120.1 217.1 781.5 297 603 1085 2161 3558 12810 16 21.6 6.3 3.6 13.0 46.7 135.9 256.0 921.5 249 546 983 2935 5097 18348 17 25.2 5.4 3.6 11.7 42.0 135.6 271.5 977.3 156 405 728 3417 6352 22866 18 28.8 4.0 3.6 9.4 33.8 115.4 251.0 903.6 64.4 220 396 3324 6741 24267 19 32.4 2.2 3.6 6.2 22.5 72.3 187.8 676.0 11.1 75.5 136 2344 5669 20407 20 36.0 0.1 3.6 2.3 8.3 3.0 75.3 271.1 0.0 11.1 20.0 106 2450 8821 总和Aw=846Moy=-106915705 280421 计算Xf=Moy/Aw=-1.3Cwp=Aw/L/B=0.9It=10470IL=279071附录二：表5.2.9 6000水线Aw，Xf，Cpw，It，IL站号距中di半宽yidi-di-1yi+yi-1*di*yidi*yi+di-1*yi-1*yi*3i+i-1*/2yi*di*2i+i-1*尾-38.6 2.4 0.0 0.0 0.0 -91.6 0.0 0.0 13.4 0.0 0.0 3537 0.0 0.0 0 -36.0 3.2 2.6 5.6 14.5 -115 -207 -537 32.6 46.0 59.8 4142 7679 19966 0.5 -34.2 3.9 1.8 7.1 12.8 -133 -248 -447 58.9 91.5 82.4 4550 8692 15645 1 -32.4 4.6 1.8 8.5 15.3 -150 -283 -509 98.4 157 141 4846 9396 16912 2 -28.8 5.8 3.6 10.4 37.5 -167 -316 -1139 195 293 527 4806 9652 34747 3 -25.2 6.4 3.6 12.2 43.8 -161 -327 -1179 259 453 816 4047 8853 31870 4 -21.6 6.6 3.6 13.0 46.7 -142 -303 -1091 287 545 982 3076 7123 25642 5 -18.0 6.7 3.6 13.3 47.9 -121 -263 -947 301 587 1057 2170 5247 18887 6 -14.4 6.7 3.6 13.4 48.4 -97.1 -218 -784 307 607 1093 1399 3569 12849 7 -10.8 6.8 3.6 13.5 48.6 -72.9 -170 -612 308 614 1106 787 2186 7869 8 -7.2 6.8 3.6 13.5 48.6 -48.6 -122 -437 308 615 1107 350 1137 4094 9 -3.6 6.8 3.6 13.5 48.6 -24.3 -72.9 -262 308 615 1107 87.5 437 1575 10 0.0 6.8 3.6 13.5 48.6 0.0 -24.3 -87.5 308 615 1107 0.0 87.5 314.9 11 3.6 6.8 3.6 13.5 48.6 24.3 24.3 87.5 308 615 1107 87.5 87.5 314.9 12 7.2 6.8 3.6 13.5 48.6 48.6 72.9 262.4 308 615 1107 350 437 1575 13 10.8 6.8 3.6 13.5 48.6 72.9 121.5 437.4 308 615 1107 787 1137 4094 14 14.4 6.7 3.6 13.5 48.6 97.1 170.0 612.0 307 614 1106 1398 2186 7869 15 18.0 6.7 3.6 13.5 48.5 121.0 218.1 785.1 304 610 1099 2178 3576 12874 16 21.6 6.4 3.6 13.1 47.2 138.1 259.1 932.6 261 565 1017 2983 5160 18577 17 25.2 5.5 3.6 11.9 42.9 139.5 277.6 999.3 170 431 776 3515 6498 23392 18 28.8 4.3 3.6 9.8 35.3 122.9 262.4 944.7 77.8 247 445 3541 7056 25401 19 32.4 2.5 3.6 6.8 24.3 80.8 203.7 733.4 15.5 93.3 168 2617 6158 22169 20 36.0 0.3 3.6 2.8 9.9 9.6 90.4 325.5 0.0 15.5 27.9 347 2964 10672 总和Aw=897Moy=-191117146 317307 计算Xf=Moy/Aw=-2Cwp=Aw/L/B=0.9It=11430IL=313236附录二：表5.2.10 V,Cb,TPC计算表水线号TiAwiTi-1-TiAwi+Awi-1*/2Vi=iiCbi=Vi/L/B/TiTPCi=w*Awi/100单位mm2mm2m3tt/m0 0.0 376.7 0.0 0.0 0.0 0.0 0.0 3.9 500 0.5 591.4 0.5 968.1 242.0 242.0 248.1 0.5 6.1 1000 1.0 649.2 0.5 1240.6 310.2 552.2 566.0 0.6 6.7 2000 2.0 695.2 1.0 1344.4 672.2 1224.4 1255.0 0.6 7.1 3000 3.0 722.5 1.0 1417.7 708.8 1933.2 1981.5 0.7 7.4 4000 4.0 766.8 1.0 1489.2 744.6 2677.8 2744.8 0.7 7.9 4800 4.8 833.7 0.8 1600.4 640.2 3318.0 3400.9 0.7 8.5 5000 5.0 845.6 0.2 1679.3 167.9 3485.9 3573.1 0.7 8.7 6000 6.0 897.3 1.0 1743.0 871.5 4357.4 4466.4 0.7 9.2 附录二：表5.2.11 Xb计算表水线号TiAwiXfiTi-1-Ti*i+i-1*/2MyozViXbi单位mm2mmm4m3m0 0.0 376.7 1.2 0.0 433.4 0.0 500 0.5 591.4 1.8 0.5 1065.3 1498.7 374.7 374.7 242.0 1.5 1000 1.0 649.2 1.9 0.5 1228.7 2294.0 573.5 948.2 552.2 1.7 2000 2.0 695.2 2.0 1.0 1385.6 2614.4 1307.2 2255.4 1224.4 1.8 3000 3.0 722.5 1.8 1.0 1273.7 2659.4 1329.7 3585.0 1933.2 1.9 4000 4.0 766.8 0.7 1.0 513.4 1787.1 893.6 4478.6 2677.8 1.7 4800 4.8 833.7 -1.0 0.8 -859.3 -345.9 -138.4 4340.2 3318.0 1.3 5000 5.0 845.6 -1.3 0.2 -1068.7 -1928.0 -192.8 4147.4 3485.9 1.2 6000 6.0 897.3 -2.1 1.0 -1911.3 -2980.0 -1490.0 2657.4 4357.4 0.6 附录二：表5.2.12 Zb计算表水线号TiVi成对和Ti-1-Ti*/2自上而下和/Zb=-单位mm3mm0 0.0 0.0 0.0 500 0.5 242.0 242.0 0.5 60.5 60.5 0.3 0.3 1000 1.0 552.2 794.2 0.5 198.5 259.1 0.5 0.5 2000 2.0 1224.4 1776.6 1.0 888.3 1147.3 0.9 1.1 3000 3.0 1933.2 3157.6 1.0 1578.8 2726.1 1.4 1.6 4000 4.0 2677.8 4611.0 1.0 2305.5 5031.7 1.9 2.1 4800 4.8 3318.0 5995.8 0.8 2398.3 7430.0 2.2 2.6 5000 5.0 3485.9 6803.9 0.2 680.4 8110.4 2.3 2.7 6000 6.0 4357.4 7843.3 1.0 3921.7 12032.1 2.8 3.2 附录二：表5.2.13 BM,BML,ZM,ZML计算表水线号AwiXfiViItiILiILfiBM=Iti/ViBML=ILi/ViZbiZMi=BMi+ZbiZMLi=BMLi+Zbi单位m2mm3m4m4m5mmmmm0 376.7 1.2 0.0 2464.8 56747.3 56248.6 500 591.4 1.8 242.0 5964.5 133169.0 131250.0 24.6 542.3 0.3 24.9 542.6 1000 649.2 1.9 552.2 7212.1 157864.2 155538.7 13.1 281.7 0.5 13.6 282.2 2000 695.2 2.0 1224.4 8253.2 179716.0 176954.2 6.7 144.5 1.1 7.8 145.6 3000 722.5 1.8 1933.2 8912.1 193494.9 191249.3 4.6 98.9 1.6 6.2 100.5 4000 766.8 0.7 2677.8 9576.0 222724.9 222381.1 3.6 83.0 2.1 5.7 85.2 4800 833.7 -1.0 3318.0 10286.6 271186.2 270300.4 3.1 81.5 2.6 5.7 84.0 5000 845.6 -1.3 3485.9 10469.8 279070.8 277720.3 3.0 79.7 2.7 5.7 82.3 6000 897.3 -2.1 4357.4 11430.4 313236.0 309164.9 2.6 71.0 3.2 5.9 74.2 附录二：表5.2.14 MTC计算表水线号iBML*LMTC=i*BML/100/L单位m3mmtm0 0.0 72.0 500 248.1 542.3 134531.3 72.0 18.7 1000 566.0 281.7 159427.2 72.0 22.1 2000 1255.0 144.5 181378.1 72.0 25.2 3000 1981.5 98.9 196030.5 72.0 27.2 4000 2744.8 83.0 227940.6 72.0 31.7 4800 3400.9 81.5 277057.9 72.0 38.5 5000 3573.1 79.7 284663.3 72.0 39.5 6000 4466.4 71.0 316894.0 72.0 44.0 附录二：表5.2.15 Cm,Cp计算表水线号中剖面半宽Ti-1-Tii+i-1*AmiCmi=Ami/B/diCbiCpi=Cbi/Cmi单位mmm205.381 0 5.38 5006.454 0.5 11.84 5.92 5.92 0.877 0.498 0.568 10006.710 0.513.16 6.58 12.50 0.926 0.568 0.614 20006.750 1 13.46 13.46 25.96 0.961 0.630 0.655 30006.750 1 13.50 13.50 39.46 0.974 0.663 0.680 40006.750 1 13.50 13.50 52.96 0.981 0.689 0.702 48006.750 0.8 13.50 10.80 63.76 0.984 0.711 0.723 50006.750 0.2 13.50 2.70 66.46 0.985 0.717 0.728 60006.750 1 13.50 13.50 79.96 0.987 0.747 0.757 附录二：表5.3.1.1 1000水线的W和I计算表旋转点偏离c=1.155m计算吃水d0=1 m排水体积V0=552.2 m3计算水线号1000入水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号a1a12a13a2a22a23a3a32a33a4a42a43a5a52a53a6a62a63a7a72a73a8a82a831-0.5 0.2 -0.1 -0.5 0.3 -0.1 -0.6 0.3 -0.2 -0.7 0.5 -0.4 0.0 0.0 0.0 0.0 0.0 0.0 6.9 47.4 326 6.6 43.3 285 22.7 7.1 18.9 3.1 9.4 28.7 3.7 13.6 50.4 5.4 28.6 153 7.9 62.6 495 7.1 51.1 365 6.7 44.7 299 6.4 41.4 266 33.4 11.5 38.8 4.0 15.7 62.3 4.8 23.1 111 6.2 38.1 236 7.8 61.3 480 7.1 50.3 356 6.6 44.1 293 6.4 40.9 262 45.5 30.3 167 5.8 33.1 191 6.2 38.0 234 6.8 46.7 319 7.8 60.8 475 7.1 50.2 355 6.6 44.2 294 6.4 41.2 264 55.6 31.7 179 5.8 33.5 194 6.2 38.1 235 6.8 46.7 319 7.8 60.8 475 7.1 50.2 355 6.6 44.2 294 6.4 41.2 264 65.6 31.8 179 5.8 33.5 194 6.2 38.1 235 6.8 46.7 319 7.8 60.8 475 7.1 50.2 355 6.6 44.2 294 6.4 41.2 264 74.9 23.9 117 5.3 28.1 149 5.8 33.9 197 6.6 43.2 284 7.8 60.4 470 7.1 49.8 352 6.6 43.9 291 6.4 40.9 261 84.4 18.9 82.3 4.8 23.4 113 5.4 29.3 159 6.2 38.3 237 7.5 55.6 415 7.0 49.4 347 6.6 43.5 287 3.4 11.3 38.0 9-0.1 0.0 0.0 -0.1 0.0 0.0 -0.1 0.0 0.0 -0.1 0.0 0.0 0.3 0.1 0.0 0.6 0.4 0.2 0.0 0.0 0.0 2.2 4.8 10.6 155 781 177 931 215 1222 289 1865 423 3283 351 2486 356 2377 306 1916 出水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号b1b12b13b2b22b23b3b32b33b4b42b43b5b52b53b6b62b63b7b72b73b8b82b8311.8 3.3 6.0 1.8 3.1 5.5 1.7 2.9 4.9 1.7 2.7 4.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -3 11.3 -38 24.4 19.4 85.8 3.4 11.2 37.7 2.4 5.6 13.2 1.7 3.0 5.3 1.4 2.0 2.8 1.2 1.5 1.8 1.1 1.2 1.3 1.0 1.1 1.1 35.0 24.7 123 3.6 13.0 46.7 2.4 5.6 13.2 1.7 3.0 5.3 1.4 2.0 2.8 1.2 1.5 1.8 1.1 1.2 1.3 1.0 1.1 1.1 47.2 52.4 379 3.9 14.9 57.7 2.4 5.6 13.2 1.7 3.0 5.3 1.4 2.0 2.8 1.2 1.5 1.8 1.1 1.2 1.3 1.0 1.1 1.1 57.5 55.8 417 3.9 14.9 57.7 2.4 5.6 13.2 1.7 3.0 5.3 1.4 2.0 2.8 1.2 1.5 1.8 1.1 1.2 1.3 1.0 1.1 1.1 67.5 56.1 420 3.9 14.9 57.7 2.4 5.6 13.2 1.7 3.0 5.3 1.4 2.0 2.8 1.2 1.5 1.8 1.1 1.2 1.3 1.0 1.1 1.1 76.4 40.9 262 3.9 14.9 57.7 2.4 5.6 13.2 1.7 3.0 5.3 1.4 2.0 2.8 1.2 1.5 1.8 1.1 1.2 1.3 1.0 1.1 1.1 85.8 33.6 194 3.8 14.6 55.7 2.4 5.6 13.2 1.7 3.0 5.3 1.4 2.0 2.8 1.2 1.5 1.8 1.1 1.2 1.3 1.0 1.1 1.1 92.1 4.5 9.6 1.9 3.6 6.9 1.7 3.0 5.2 1.6 2.6 4.1 1.0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 291 1896 105 383 45.1 103 26.6 45.7 15.0 20.8 10.4 12.7 8.5 9.4 18.8 -30 Wi=ai2-bi2W1=-135.3 W2=71.7 W3=169.5 W4=262.2 W5=407.6 W6=341.0 W7=347.6 W8=287.3 Ii=ai3+bi3I1=2677.6 I2=1314.4 I3=1325.2 I4=1911.1 I5=3304.0 I6=2498.9 I7=2386.0 I8=1885.5 附录二：表5.3.1.2 1000水线的,M,ls计算表计算吃水d0(m)1d0下的排水体积V0（m3）552.2d0时的浮心高度KB0(m)0.531h0=d0-KB0(m)0.469h0V0(m4)259假定重心高KS0(m)0d0-KS0(m)1旋转点偏离c(m)1.155V0c(m4)637.6乞氏剖面数n=9船长L(m)68L=L/n(m)7.556=L/20.659=1/3*L0.44cos(-)i(-)iiWiIiIicos(-)i10203040506070808287.31885I8cos(-)818780.99657347.62386I7cos(-)7237723050.9661563412499I6cos(-)62489241422650.906255407.63304I5cos(-)532913191299427060.819354262.21911I4cos(-)4190418461732156513510.707453169.51325I3cos(-)31320128012011086937760.10.57455271.681314I2cos(-)21309127011911077929.4753.9555.50.423651-1352678I1cos(-)1266725862586242721931893153611320.25975Iicos(-)i26673896517668029608113211257712953M=Iicos(-)i11721712227529904224497655295694sin0.1740.3420.50.6430.7660.8660.940.985-0h0sin-45-88.6-130-167-198-224-243-255cos0.9850.940.8660.7660.6430.50.3420.174-0ccos-628-599-552-488-410-319-218-111M=-0h0sin+0ccos-673-688-682-655-608-543-462-366M=M+M499.61025159323353615443350675328Wi287.3634.9975.913831646181518871752=Wi189.4418.6643.4912.21085119712441155=0+741.6970.8119614641637174917961707l=M/0.6741.0551.3331.5942.2082.5352.8213.121(d0-KS)sin0.1740.3420.50.6430.7660.8660.940.985ccos1.1371.08510.8850.7420.5770.3950.201l=(d0-KS)sin+ccos1.3111.4271.51.5271.5081.4431.3351.185ls=l+l1.9842.4832.8333.1223.7163.9784.1564.306附录二：表5.3.2.1 2000水线的W和I计算表旋转点偏离c=0.577m计算吃水d0=2 m排水体积V0=1224.38 m3计算水线号2000入水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号a1a12a13a2a22a23a3a32a33a4a42a43a5a52a53a6a62a63a7a72a73a8a82a8310.1 0.0 0.0 0.1 0.0 0.0 0.2 0.0 0.0 0.2 0.0 0.0 0.2 0.0 0.0 6.6 43.7 289 6.2 38.7 240 5.5 29.9 163 23.8 14.6 55.6 4.4 19.7 87.6 5.7 33.0 189 7.4 55.3 411 6.8 46.6 319 6.2 37.9 233 5.7 32.8 188 5.5 30.1 165 34.6 21.4 99.2 5.3 27.9 148 6.3 39.3 246 7.5 56.2 421 6.8 45.7 309 6.1 37.3 227 5.7 32.4 184 5.5 29.8 162 46.2 38.0 234 6.4 40.7 260 6.8 46.4 316 7.5 56.8 428 6.8 45.6 308 6.1 37.3 228 5.7 32.6 186 5.5 30.0 165 56.2 38.3 237 6.4 40.9 261 6.8 46.4 316 7.5 56.8 428 6.8 45.6 308 6.1 37.3 228 5.7 32.6 186 5.5 30.0 165 66.2 38.3 237 6.4 40.9 261 6.8 46.4 316 7.5 56.8 428 6.8 45.6 308 6.1 37.3 228 5.7 32.6 186 5.5 30.0 165 75.7 33.0 189 6.1 36.8 224 6.6 43.3 285 7.4 54.8 406 6.7 45.3 305 6.1 37.0 225 5.7 32.3 184 5.5 29.8 162 85.3 28.4 152 5.7 32.6 186 6.2 39.0 243 7.1 50.4 358 6.7 44.8 300 6.1 36.6 222 5.7 31.9 181 5.4 29.4 160 91.0 1.0 1.0 1.1 1.2 1.3 1.2 1.4 1.7 1.4 1.8 2.5 1.6 2.6 4.3 2.1 4.4 9.4 3.3 11.0 36.5 5.0 24.6 122 213 1205 241 1428 295 1913 389 2882 322 2161 309 1890 277 1572 264 1429 出水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号b1b12b13b2b22b23b3b32b33b4b42b43b5b52b53b6b62b63b7b72b73b8b82b8311.30 1.70 2.22 1.35 1.83 2.48 1.4 2.09 3.02 1.57 2.47 3.89 1.72 2.97 5.12 -1.0 0.97 -0.9 -0.05 0.00 0.00 0.84 0.71 0.60 24.61 21.3 98.0 4.27 18.3 78.0 3.8 14.5 55.0 3.26 10.6 34.5 2.81 7.91 22.2 2.44 5.96 14.6 2.21 4.87 10.7 2.07 4.29 8.88 35.29 28.0 148 4.79 22.9 110 4.1 17.0 70.0 3.40 11.6 39.3 2.83 8.00 22.6 2.44 5.96 14.6 2.21 4.87 10.7 2.07 4.29 8.88 47.23 52.2 377 6.69 44.8 300 4.7 22.4 106 3.48 12.1 42.1 2.83 8.00 22.6 2.44 5.96 14.6 2.21 4.87 10.7 2.07 4.29 8.88 57.37 54.3 400 6.88 47.3 325 4.7 22.4 106 3.49 12.2 42.4 2.83 8.00 22.6 2.44 5.96 14.6 2.21 4.87 10.7 2.07 4.29 8.88 67.37 54.3 401 6.92 47.9 332 4.7 22.4 106 3.49 12.2 42.4 2.83 8.00 22.6 2.44 5.96 14.6 2.21 4.87 10.7 2.07 4.29 8.88 76.46 41.7 269 6.01 36.1 217 4.7 22.0 103 3.49 12.2 42.4 2.83 8.00 22.6 2.44 5.96 14.6 2.21 4.87 10.7 2.07 4.29 8.88 86.13 37.6 231 5.51 30.4 167 4.5 20.1 90.3 3.48 12.1 42.0 2.83 8.00 22.6 2.44 5.96 14.6 2.21 4.87 10.7 2.07 4.29 8.88 92.09 4.36 9.10 2.01 4.05 8.14 2.0 3.85 7.55 1.94 3.77 7.32 1.95 3.80 7.39 1.97 3.89 7.69 2.02 4.09 8.29 2.07 4.29 8.88 296 1936 253 1539 147 647 89.1 296 62.7 171 46.6 109 38.2 83.5 35.0 71.6 Wi=ai2-bi2W1=-82.5 W2=-12.8 W3=148.4 W4=299.9 W5=259.3 W6=262.4 W7=238.7 W8=228.6 Ii=ai3+bi3I1=3141 I2=2967 I3=2560 I4=3179 I5=2331 I6=1999 I7=1655 I8=1500 附录二：表5.3.2.2 2000水线的,M,ls计算表计算吃水d0(m)2d0下的排水体积V0（m3）1224.384d0时的浮心高度KB0(m)1.06293h0=d0-KB0(m)0.937071h0V0(m4)1147假定重心高KS0(m)0d0-KS0(m)2旋转点偏离c(m)0.5774V0c(m4)706.9592乞氏剖面数n=9船长L(m)68L=L/n(m)7.555556=L/20.65935=1/3*L0.439564cos(-)i(-)iiWiIiIicos(-)i10203040506070808228.61500I8cos(-)81494.4870.99657238.71655I7cos(-)71648.81598.7020.966156262.41999I6cos(-)61991.1981930.71811.5310.906255259.32331I5cos(-)52322.512251.942112.951909.7530.819354299.93179I4cos(-)43166.413070.22880.72603.672247.5360.707453148.42560I3cos(-)32549.82472.32319.712096.631809.851468.0730.574552-12.82967I2cos(-)22955.2992865.52688.642430.082097.691701.561253.7270.423651-82.53141I1cos(-)13129.13034.0663034.12846.82573.032221.0871801.651327.4770.25975Iicos(-)i3129.15989.3658449.311174.112715.513539.2513609.213111.29M=Iicos(-)i1375.52632.70937144911.755589.295951.3655982.15763.25sin0.17360.342020.50.642790.766040.8660250.939690.984808-0h0sin-199.2-392.411-573.7-737.49-878.91-993.621-1078.1-1129.9cos0.98480.9396930.8660.766040.642790.5000010.342020.173649-0ccos-696.2-664.324-612.2-541.56-454.43-353.48-241.79-122.763M=-0h0sin+0ccos-895.5-1056.74-1186-1279.1-1333.3-1347.1-1319.9-1252.67M=M+M480.011575.9732528.13632.74255.964604.2644662.174510.583Wi228.62467.3238729.68988.9861288.841437.2541424.441341.961=Wi150.74308.1281481.11652.084849.791947.6478939.199884.8167=0+1375.11532.5121705.51876.472074.172172.0322163.582109.201l=M/0.34911.028361.48231.935922.051882.1197962.154842.138527(d0-KS)sin0.34730.6840411.285571.532091.732051.879381.969615ccos0.56860.5425790.50.442310.371150.28870.197480.100265l=(d0-KS)sin+ccos0.91591.2266181.51.727891.903232.020752.076872.06988ls=l+l1.2652.2549782.98243.663813.955114.1405464.23174.208407附录二：表5.3.3.1 3000水线的W和I计算表旋转点偏离c=0m计算吃水d0=3 m排水体积V0=1933.22 m3计算水线号3000入水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号a1a12a13a2a22a23a3a32a33a4a42a43a5a52a53a6a62a63a7a72a73a8a82a8310.85 0.72 0.61 0.96 0.92 0.88 1.20 1.45 1.75 5.74 33.0 189 5.97 35.6 213 5.30 28.1 149 4.88 23.8 116 4.63 21.5 99.6 25.10 26.0 132 6.08 37.0 225 7.30 53.3 389.3 6.66 44.4 296 5.73 32.8 188 5.13 26.3 135 4.74 22.5 107 4.51 20.4 92.0 35.77 33.3 192 6.49 42.1 273 7.38 54.5 402.2 6.58 43.4 285 5.67 32.2 182 5.09 25.9 132 4.71 22.2 105 4.49 20.1 90.3 46.76 45.8 310 6.99 48.8 341 7.45 55.5 413.1 6.57 43.2 284 5.68 32.3 183 5.11 26.1 133 4.74 22.4 106 4.52 20.4 92.1 56.78 45.9 311 6.99 48.8 341 7.45 55.5 413.1 6.57 43.2 284 5.68 32.3 183 5.11 26.1 133 4.74 22.4 106 4.52 20.4 92.1 66.78 45.9 311 6.99 48.8 341 7.45 55.5 413.1 6.57 43.2 284 5.68 32.3 183 5.11 26.1 133 4.74 22.4 106 4.52 20.4 92.1 76.46 41.8 270 6.77 45.8 310 7.32 53.5 391.9 6.54 42.8 280 5.65 32.0 181 5.08 25.8 131 4.71 22.2 105 4.49 20.2 90.5 86.12 37.5 229 6.46 41.7 269 7.04 49.6 349.0 6.50 42.3 275 5.61 31.5 177 5.00 25.0 125 4.68 21.9 102 4.46 19.9 88.7 91.73 3.00 5.20 1.82 3.32 6.06 1.98 3.93 7.79 2.23 4.99 11.2 2.78 7.73 21.5 4.12 16.9 69.7 4.20 17.6 73.9 4.03 16.2 65.4 280 1762 317 2109 383 2781 340 2188 269 1512 226 1141 198 927 179 803 出水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号b1b12b13b2b22b23b3b32b33b4b42b43b5b52b53b6b62b63b7b72b73b8b82b8310.80 0.64 0.51 0.79 0.63 0.50 0.82 0.67 0.55 0.88 0.78 0.69 1.01 1.02 1.03 1.25 1.57 1.97 1.74 3.01 5.22 2.38 5.65 13.4 24.54 20.6 93.8 4.30 18.5 79.7 4.20 17.6 74.06 4.05 16.4 66.4 3.80 14.4 54.9 3.52 12.4 43.6 3.30 10.9 35.9 3.11 9.65 30.0 35.28 27.9 147 4.97 24.7 123 4.73 22.4 106.1 4.42 19.6 86.6 4.01 16.1 64.4 3.62 13.1 47.6 3.31 11.0 36.3 3.11 9.65 30.0 46.74 45.4 306 6.82 46.5 318 6.48 42.0 272.0 5.23 27.4 143 4.42 19.6 86.6 3.66 13.4 49.1 3.31 11.0 36.3 3.11 9.65 30.0 56.77 45.8 310 6.99 48.8 341 6.63 44.0 292.0 5.23 27.4 143 4.42 19.6 86.6 3.66 13.4 49.1 3.31 11.0 36.3 3.11 9.65 30.0 66.77 45.8 310 6.99 48.9 341 6.68 44.6 297.9 5.23 27.4 143 4.42 19.6 86.6 3.66 13.4 49.1 3.31 11.0 36.3 3.11 9.65 30.0 76.31 39.9 252 6.22 38.7 240 5.88 34.6 203.2 5.10 26.0 132 4.42 19.6 86.6 3.66 13.4 49.1 3.31 11.0 36.3 3.11 9.65 30.0 85.92 35.0 207 5.75 33.1 190 5.44 29.5 160.6 4.85 23.5 114 4.19 17.6 73.6 3.66 13.4 49.0 3.31 11.0 36.3 3.11 9.65 30.0 91.70 2.90 4.93 1.72 2.96 5.09 1.78 3.17 5.65 1.88 3.52 6.60 2.00 4.00 7.99 2.16 4.65 10.0 2.36 5.56 13.1 2.60 6.75 17.5 264 1632 263 1639 239 1412 172 836 131 548 98.8 349 85.2 272 79.9 241 Wi=ai2-bi2W1=-82.5 W2=-12.8 W3=148.4 W4=299.9 W5=259.3 W6=262.4 W7=238.7 W8=228.6 Ii=ai3+bi3I1=3141 I2=2967 I3=2560 I4=3179 I5=2331 I6=1999 I7=1655 I8=1500 附录二：表5.3.3.2 3000水线的,M,ls计算表计算吃水d0(m)3d0下的排水体积V0（m3）1933.22d0时的浮心高度KB0(m)1.589845h0=d0-KB0(m)1.410155h0V0(m4)2726.1假定重心高KS0(m)0d0-KS0(m)3旋转点偏离c(m)0V0c(m4)0乞氏剖面数n=9船长L(m)68L=L/n(m)7.55556=L/20.659346=1/3*L0.439564cos(-)i(-)iiWiIiIicos(-)i1020304050607080899.5321043.4I8cos(-)81039.4680.996257112.321199.2I7cos(-)71194.60951158.3120.9659156127.471489.4I6cos(-)61483.70791438.6261349.8320.9063255137.212060.3I5cos(-)52052.4481990.0851867.25411687.6870.8192354168.513024.3I4cos(-)43012.82921.2552740.95112477.36432138.5040.7071453144.134193.2I3cos(-)34177.2664050.343800.3483434.88332965.05062405.1260.573655254.6113747.5I2cos(-)23733.293619.8543396.433069.812649.91292149.49921583.7740.422665115.8863393.4I1cos(-)13380.53277.783277.7813075.472779.7152399.49841946.37341434.1090.258875Iicos(-)i3380.57011.0711074.91353514623.5814699.03914038.77712796.81M=Iicos(-)i1485.943081.814868.1285949.526427.9986461.16876170.94155625.018sin0.173650.342020.50.642790.7660440.8660250.93969230.984808-0h0sin-473.39-932.39-1363.07-1752.3-2088.34-2360.901-2561.728-2684.72cos0.984810.939690.8660260.766040.6427880.50000080.34202110.173649-0ccos0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 M=-0h0sin+0ccos-473.39-932.39-1363.07-1752.3-2088.34-2360.901-2561.728-2684.72M=M+M1012.562149.423505.0624197.194339.6594100.26743609.21312940.299Wi99.5321211.857339.3302476.537645.0474789.17853843.78957859.6758=Wi65.6261139.687223.736314.203425.3094520.34175556.34932566.8238=0+1998.842072.92156.9532247.422358.5262453.55842489.5662500.04l=M/0.506571.036911.6250061.867561.8399881.67115131.44973591.176101(d0-KS)sin0.520941.026061.4999991.928362.2981322.59807492.81907682.954423ccos0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l=(d0-KS)sin+ccos0.520941.026061.4999991.928362.2981322.59807492.81907682.954423ls=l+l1.027522.062973.1250053.795924.138124.26922624.26881274.130523附录二：表5.3.4.1 4000水线的W和I计算表旋转点偏离c=-0.577m计算吃水d0=4 m排水体积V0=2677.8 m3计算水线号4000入水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号a1a12a13a2a22a23a3a32a33a4a42a43a5a52a53a6a62a63a7a72a73a8a82a8312.56 6.57 16.8 3.93 15.5 60.8 6.02 36.3 218 5.65 31.9 180 4.76 22.7 108 4.20 17.6 74.1 3.84 14.8 56.8 3.63 13.2 47.7 26.47 41.9 271 7.39 54.6 404 6.67 44.5 297 5.37 28.9 155 4.57 20.9 95.6 4.05 16.4 66.7 3.72 13.8 51.4 3.52 12.4 43.6 36.84 46.8 320 7.49 56.1 420 6.58 43.2 284 5.31 28.2 150 4.53 20.5 92.8 4.02 16.2 64.9 3.69 13.6 50.2 3.48 12.1 42.3 47.36 54.1 398 7.59 57.5 437 6.56 43.0 282 5.33 28.4 151 4.55 20.7 94.4 4.05 16.4 66.4 3.72 13.8 51.5 3.52 12.4 43.5 57.36 54.1 398 7.59 57.5 437 6.56 43.0 282 5.33 28.4 151 4.55 20.7 94.4 4.05 16.4 66.4 3.72 13.8 51.5 3.52 12.4 43.5 67.36 54.1 398 7.59 57.5 437 6.56 43.0 282 5.33 28.4 151 4.55 20.7 94.4 4.05 16.4 66.4 3.72 13.8 51.5 3.52 12.4 43.5 77.13 50.8 362 7.45 55.6 414 6.53 42.6 278 5.29 28.0 148 4.52 20.5 92.6 4.02 16.2 65.0 3.69 13.6 50.4 3.49 12.2 42.5 86.83 46.7 319 7.19 51.7 372 5.87 34.4 202 5.25 27.5 145 4.48 20.1 90.2 3.99 15.9 63.3 3.66 13.4 49.1 3.46 12.0 41.4 92.41 5.81 14.0 2.54 6.47 16.4 2.89 8.33 24.1 3.41 11.6 39.6 3.88 15.1 58.5 3.48 12.1 42.1 3.22 10.4 33.3 3.05 9.31 28.4 361 2497 413 2996 338 2150 241 1271 182 821 144 575 121 446 108 376 出水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号b1b12b13b2b22b23b3b32b33b4b42b43b5b52b53b6b62b63b7b72b73b8b82b8310.92 0.85 0.78 0.80 0.64 0.51 0.73 0.54 0.40 0.71 0.50 0.36 0.71 0.51 0.36 0.75 0.56 0.42 0.83 0.69 0.57 0.99 0.98 0.98 24.63 21.4 99.3 4.27 18.2 77.8 4.15 17.2 71.3 4.20 17.6 73.8 4.29 18.4 79.1 4.29 18.4 79.1 4.19 17.6 73.8 4.09 16.7 68.5 35.21 27.2 142 4.95 24.5 121 4.82 23.3 112 4.79 22.9 110 4.73 22.3 106 4.55 20.7 94.5 4.32 18.7 80.9 4.14 17.1 71.0 46.18 38.2 236 6.35 40.3 256 6.62 43.9 291 6.50 42.2 274 5.66 32.0 181 4.88 23.8 116 4.41 19.5 86.0 4.14 17.1 71.0 56.20 38.4 238 6.38 40.8 260 6.80 46.2 314 6.63 44.0 292 5.66 32.0 181 4.88 23.8 116 4.41 19.5 86.0 4.14 17.1 71.0 66.20 38.4 238 6.38 40.7 260 6.80 46.3 315 6.67 44.5 297 5.66 32.0 181 4.88 23.8 116 4.41 19.5 86.0 4.14 17.1 71.0 75.88 34.5 203 5.92 35.0 207 6.02 36.2 218 5.93 35.2 209 5.47 30.0 164 4.88 23.8 116 4.41 19.5 86.0 4.14 17.1 71.0 85.54 30.7 170 5.53 30.6 169 5.56 30.9 172 5.51 30.3 167 5.20 27.1 141 4.78 22.8 109 4.40 19.4 85.4 4.14 17.1 71.0 91.23 1.51 1.86 1.25 1.56 1.94 1.30 1.70 2.21 1.41 1.98 2.79 1.58 2.51 3.98 1.87 3.50 6.54 2.28 5.19 11.8 2.76 7.6 21.1 231 1329 232 1353 246 1495 239 1425 197 1037 161 755 139 596 128 517 Wi=ai2-bi2W1=130 W2=180 W3=92 W4=2 W5=-15 W6=-18 W7=-18 W8=-20 Ii=ai3+bi3I1=3826 I2=4350 I3=3646 I4=2696 I5=1858 I6=1330 I7=1042 I8=893 附录二：表5.3.4.2 4000水线的,M,ls计算表计算吃水d0(m)4d0下的排水体积V0（m3）2678d0时的浮心高度KB0(m)2.121h0=d0-KB0(m)1.879h0V0(m4)5032假定重心高KS0(m)0d0-KS0(m)4旋转点偏离c(m)-0.58V0c(m4)-1546乞氏剖面数n=9船长L(m)68L=L/n(m)7.556=L/20.659=1/3*L0.44cos(-)i(-)iiWiIiIicos(-)i10203040506070808-20893I8cos(-)8889.60.99657-18.31042I7cos(-)7103810070.966156-17.81330I6cos(-)61325128512060.906255-14.91858I5cos(-)518511795168415220.8193542.0582696I4cos(-)4268626042443220819060.70745392.293646I3cos(-)33632352233042986257820910.574552180.34350I2cos(-)243334201394235633076249518380.423651129.63826I1cos(-)1381136953695346731342705219416170.25975Iicos(-)i38118029115291361714456143311348312076M=Iicos(-)i16753529506859856354629959265308sin0.1740.3420.50.6430.7660.8660.940.985-0h0sin-874-1721-2516-3234-3854-4358-4728-4955cos0.9850.940.8660.7660.6430.50.3420.174-0ccos1523145313391184993.9773.1528.8268.5M=-0h0sin+0ccos649-268-1177-2050-2861-3584-4199-4687M=M+M2324326138913936349427151727621.6Wi-20-38.3-56.1-71-6923.33203.6333.2=Wi-13.2-25.3-37-46.8-45.515.38134.2219.7=0+26652653264126312632269328122898l=M/0.8721.2291.4731.4961.3271.0080.6140.215(d0-KS)sin0.6951.36822.5713.0643.4643.7593.939ccos-0.57-0.54-0.5-0.44-0.37-0.29-0.2-0.1l=(d0-KS)sin+ccos0.1260.8261.52.1292.6933.1753.5613.839ls=l+l0.9982.0552.9733.6254.024.1834.1754.054附录二：表5.3.5.1 5000水线的W和I计算表旋转点偏离c=-1.155m计算吃水d0=5 m排水体积V0=3485.9 m3计算水线号5000入水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号a1a12a13a2a22a23a3a32a33a4a42a43a5a52a53a6a62a63a7a72a73a8a82a8314.92 24.2 119 5.31 28.2 149 5.38 29.0 156 4.20 17.6 74.0 3.49 12.2 42.7 3.05 9.30 28.4 2.77 7.65 21.1 2.59 6.70 17.4 27.65 58.5 448 6.96 48.4 337 5.06 25.6 129 3.99 15.9 63.6 3.34 11.1 37.1 2.92 8.50 24.8 2.64 6.98 18.5 2.47 6.11 15.1 37.78 60.6 471 6.83 46.7 319 4.98 24.8 124 3.94 15.5 61.3 3.30 10.9 35.9 2.88 8.31 24.0 2.61 6.83 17.8 2.44 5.97 14.6 47.93 63.0 500 6.81 46.4 316 5.01 25.1 126 3.98 15.8 63.0 3.34 11.1 37.2 2.92 8.53 24.9 2.65 7.01 18.6 2.48 6.13 15.2 57.93 63.0 500 6.81 46.4 316 5.01 25.1 126 3.98 15.8 63.0 3.34 11.1 37.2 2.92 8.53 24.9 2.65 7.01 18.6 2.48 6.13 15.2 67.93 63.0 500 6.81 46.4 316 5.01 25.1 126 3.98 15.8 63.0 3.34 11.1 37.2 2.92 8.53 24.9 2.65 7.01 18.6 2.48 6.13 15.2 77.79 60.7 473 6.76 45.7 309 4.97 24.7 123 3.94 15.5 61.3 3.30 10.9 36.1 2.89 8.35 24.1 2.62 6.87 18.0 2.45 6.01 14.7 87.53 56.7 427 6.69 44.8 300 4.91 24.1 118 3.90 15.2 59.1 3.26 10.7 34.8 2.85 8.15 23.3 2.59 6.69 17.3 2.42 5.85 14.2 93.22 10.4 33.4 3.47 12.1 41.9 4.02 16.1 64.8 3.21 10.3 33.2 2.71 7.4 20.0 2.38 5.65 13.4 2.15 4.61 9.91 2.00 3.98 7.94 460 3470 365 2403 220 1092 138 541 96.5 318 73.9 213 60.7 158 53.0 129 出水楔形横坐标乞氏i=1i=2i=3i=4i=5i=6i=7i=8剖面1=52=153=254=355=456=557=658=75站号b1b12b13b2b22b23b3b32b33b4b42b43b5b52b53b6b62b63b7b72b73b8b82b8311.88 3.53 6.62 1.59 2.51 3.99 1.36 1.84 2.50 1.21 1.46 1.76 1.12 1.25 1.40 1.08 1.17 1.27 1.09 1.19 1.30 1.15 1.33 1.53 24.75 22.5 107 4.39 19.2 84.3 4.17 17.4 72.3 4.13 17.1 70.6 4.30 18.5 79.3 4.62 21.3 98.3 4.86 23.6 115 4.95 24.5 121 35.08 25.8 131 4.87 23.7 116 4.78 22.9 109 4.82 23.2 112 4.96 24.6 122 5.12 26.3 135 5.16 26.6 137 5.08 25.8 131 45.62 31.5 177 5.78 33.4 193 6.13 37.6 231 6.62 43.9 291 6.69 44.8 300 6.10 37.3 227 5.52 30.4 168 5.18 26.8 139 55.62 31.5 177 5.79 33.6 195 6.17 38.0 235 6.81 46.4 316 6.82 46.5 317 6.10 37.3 227 5.52 30.4 168 5.18 26.8 139 65.62 31.5 177 5.79 33.6 195 6.17 38.0 234 6.81 46.4 316 6.86 47.0 322 6.10 37.3 227 5.52 30.4 168 5.18 26.8 139 75.38 29.0 156 5.47 30.0 164 5.69 32.4 185 6.00 36.0 216 6.15 37.8 232 5.91 35.0 207 5.51 30.3 167 5.18 26.8 139 85.09 25.9 132 5.13 26.4 135 5.30 28.1 149 5.53 30.6 169 5.72 32.7 187 5.64 31.8 180 5.41 29.3 158 5.17 26.7 138 90.80 0.64 0.52 0.78 0.62 0.48 0.80 0.6 0.5 0.85 0.73 0.62 0.96 0.92 0.88 1.15 1.32 1.52 1.48 2.19 3.24 2.13 4.52 9.60 202 1065 203 1086 217 1218 246 1492 254 1562 229 1304 205 1086 190 956 Wi=ai2-bi2W1=258 W2=162 W3=3 W4=-108 W5=-157 W6=-155 W7=-144 W8=-137 Ii=ai3+bi3I1=4535 I2=3489 I3=2310 I4=2034 I5=1880 I6=1517 I7=1244 I8=1085 附录二：表5.3.5.2 5000水线的,M,ls计算表计算吃水d0(m)5d0下的排水体积V0（m3）3485.9d0时的浮心高度KB0(m)2.6734h0=d0-KB0(m)2.3266h0V0(m4)8110.4假定重心高KS0(m)0d0-KS0(m)5旋转点偏离c(m)-1.155V0c(m4)-4025乞氏剖面数n=9船长L(m)68L=L/n(m)7.5556=L/20.6593=1/3*L0.4396cos(-)i(-)iiWiIiIicos(-)i10203040506070808-1371085.5I8cos(-)81081.30.996257-143.91244.3I7cos(-)71239.51201.90.9659156-154.81517I6cos(-)61511.21465.31374.90.9063255-157.41879.6I5cos(-)51872.41815.51703.51539.60.8192354-108.12033.7I4cos(-)42025.91964.41843.11665.914380.70714532.6812310I3cos(-)32301.22231.32093.61892.21633.413250.5736552161.953489.1I2cos(-)23475.83370.23162.22858.12467.22001.31474.60.4226651257.884534.8I1cos(-)14517.54380.34380.34109.93714.73206.626011916.50.258875Iicos(-)i4517.57856.1100521152912503127361231011352M=Iicos(-)i1985.73453.34418.45067.95495.95598.254114989.8sin0.17360.3420.50.64280.7660.8660.93970.9848-0h0sin-1408-2774-4055-5213-6213-7024-7621-7987cos0.98480.93970.8660.7660.64280.50.3420.1736-0ccos3964.13782.53485.93083.52587.42012.61376.7698.97M=-0h0sin+0ccos2555.71008.5-569.3-2130-3626-5011-6245-7288M=M+M4541.44461.83849.12938.11870.4587.03-833.6-2298Wi-137-280.8-435.6-593.1-701.1-698.5-536.5-278.6=Wi-90.3-185.2-287.2-391-462.3-460.5-353.7-183.7=0+3395.63300.83198.7

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