- •Оптимизация грузового плана судна по параметрам посадки и остойчивости
- •Оглавление
- •Введение
- •1. Содержание и объем контрольной работы
- •Цель и основные задачи контрольной работы (goal and main tasks of the final work)
- •Выбор варианта выполнения контрольной работы
- •4. Последовательность выполнения контрольной работы (procedure of the final work perfomance)
- •Пример выполнения контрольной работы
- •Гидростатические таблицы (кривые элементов теоретического чертежа)
- •Интерполяционные кривые (пантокарены)
- •Требования имо к остойчивости судов
- •БиблиографиЧеский список
Интерполяционные кривые (пантокарены)
(CROSS CURVES OF STABILITY)
|
|
LK at specific heel angles, metres |
||||||
tons |
metres |
50 |
100 |
200 |
300 |
400 |
500 |
600 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
1991 |
2.00 |
0.940 |
1.848 |
3.442 |
4.539 |
5.328 |
5.875 |
6.055 |
2104 |
2.10 |
0.911 |
1.794 |
3.371 |
4.491 |
5.309 |
5.865 |
6.065 |
2218 |
2.20 |
0.884 |
1.744 |
3.304 |
4.446 |
5.292 |
5.852 |
6.079 |
2332 |
2.30 |
0.859 |
1.699 |
3.239 |
4.404 |
5.278 |
5.836 |
6.095 |
2447 |
2.40 |
0.836 |
1.657 |
3.179 |
4.364 |
5.264 |
5.819 |
6.112 |
2562 |
2.50 |
0.815 |
1.618 |
3.123 |
4.327 |
5.249 |
5.802 |
6.128 |
2678 |
2.60 |
0.796 |
1.582 |
3.070 |
4.291 |
5.233 |
5.787 |
6.144 |
2794 |
2.70 |
0.778 |
1.550 |
3.020 |
4.257 |
5.215 |
5.775 |
6.159 |
2910 |
2.80 |
0.762 |
1.519 |
2.974 |
4.224 |
5.195 |
5.765 |
6.172 |
3027 |
2.90 |
0.747 |
1.491 |
2.932 |
4.193 |
5.173 |
5.755 |
6.184 |
3144 |
3.00 |
0.733 |
1.465 |
2.893 |
4.164 |
5.150 |
5.747 |
6.194 |
3262 |
3.10 |
0.721 |
1.441 |
2.856 |
4.138 |
5.125 |
5.740 |
6.202 |
3379 |
3.20 |
0.709 |
1.419 |
2.822 |
4.113 |
5.099 |
5.734 |
6.208 |
3498 |
3.30 |
0.698 |
1.399 |
2.791 |
4.090 |
5.073 |
5.729 |
6.213 |
3616 |
3.40 |
0.689 |
1.381 |
2.762 |
4.068 |
5.049 |
5.724 |
6.215 |
3735 |
3.50 |
0.680 |
1.363 |
2.735 |
4.048 |
5.025 |
5.721 |
6.215 |
3854 |
3.60 |
0.671 |
1.348 |
2.710 |
4.029 |
5.003 |
5.717 |
6.214 |
3973 |
3.70 |
0.664 |
1.334 |
2.687 |
4.010 |
4.982 |
5.715 |
6.211 |
4093 |
3.80 |
0.657 |
1.321 |
2.665 |
3.991 |
4.962 |
5.713 |
6.207 |
4213 |
3.90 |
0.651 |
1.309 |
2.646 |
3.972 |
4.943 |
5.711 |
6.202 |
4334 |
4.00 |
0.646 |
1.298 |
2.629 |
3.951 |
4.926 |
5.708 |
6.195 |
4455 |
4.10 |
0.641 |
1.289 |
2.614 |
3.929 |
4.910 |
5.705 |
6.187 |
4577 |
4.20 |
0.637 |
1.281 |
2.601 |
3 907 |
4.895 |
5.701 |
6.178 |
4699 |
4.30 |
0.633 |
1.273 |
2.589 |
3.885 |
4.880 |
5.696 |
6.167 |
4822 |
4.40 |
0.630 |
1.266 |
2.579 |
3.862 |
4.867 |
5.689 |
6.156 |
4945 |
4.50 |
0.627 |
1.261 |
2.570 |
3.839 |
4.854 |
5.682 |
6.144 |
5069 |
4.60 |
0.625 |
1.255 |
2.562 |
3.818 |
4.843 |
5.673 |
6.131 |
5193 |
4.70 |
0.623 |
1.251 |
2.555 |
3.797 |
4.832 |
5.664 |
6.117 |
5318 |
4.80 |
0.621 |
1.249 |
2.549 |
3.777 |
4.823 |
5.654 |
6.103 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
5444 |
4.90 |
0.620 |
1.248 |
2.545 |
3.758 |
4.814 |
5.643 |
6.088 |
5571 |
5.00 |
0.620 |
1.247 |
2.541 |
3.740 |
4.806 |
5.631 |
6.072 |
5698 |
5.10 |
0.620 |
1.247 |
2.538 |
3.724 |
4.799 |
5.619 |
6.056 |
5828 |
5.20 |
0.621 |
1.248 |
2.536 |
3.709 |
4.791 |
5.606 |
6.039 |
5958 |
5.30 |
0.622 |
1.249 |
2.534 |
3.695 |
4.783 |
5.592 |
6.022 |
6091 |
5.40 |
0.624 |
1.251 |
2.531 |
3.682 |
4.775 |
5.577 |
6.005 |
6226 |
5.50 |
0.625 |
1.254 |
2.527 |
3.670 |
4.767 |
5.561 |
5.987 |
6362 |
5.60 |
0.627 |
1.256 |
2.521 |
3.659 |
4.758 |
5.544 |
5.968 |
6500 |
5.70 |
0.629 |
1.259 |
2.514 |
3.650 |
4.748 |
5.527 |
5.950 |
6639 |
5.80 |
0.631 |
1.263 |
2.507 |
3.641 |
4.738 |
5.508 |
5.931 |
6780 |
5.90 |
0.633 |
1.266 |
2.499 |
3.634 |
4.728 |
5.490 |
5.912 |
6921 |
6.00 |
0.635 |
1.269 |
2.492 |
3.627 |
4.716 |
5.470 |
5.893 |
7064 |
6.10 |
0.637 |
1.272 |
2.485 |
3.621 |
4.703 |
5.450 |
5.873 |
7206 |
6.20 |
0.638 |
1.276 |
2.478 |
3.616 |
4.688 |
5.429 |
5.853 |
7350 |
6.30 |
0.640 |
1.279 |
2.473 |
3.611 |
4.673 |
5.408 |
5.832 |
7494 |
6.40 |
0.642 |
1.282 |
2.467 |
3.608 |
4.657 |
5.386 |
5.811 |
7638 |
6.50 |
0.643 |
1.285 |
2.462 |
3.604 |
4.641 |
5.363 |
5.790 |
7784 |
6.6 |
0.645 |
1.289 |
2.457 |
3.601 |
4.623 |
5.339 |
5.769 |
7929 |
6.70 |
0.646 |
1.292 |
2.453 |
3.598 |
4.604 |
5.315 |
5.747 |
8076 |
6.80 |
0.648 |
1.293 |
2.449 |
3.595 |
4.585 |
5.290 |
5.724 |
8223 |
6.90 |
0.649 |
1.290 |
2.445 |
3.592 |
4.566 |
5.265 |
5.702 |
8370 |
7.00 |
0.651 |
1.285 |
2.442 |
3.587 |
4.545 |
5.239 |
5.679 |
APPENDIX 3
