inclining test procedure-example

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“Abouzar-114” Inclining Experiment Procedure 0 INITIAL ISSUE 14.02.08 BKT GM Rev Description DATE CKD BY RVD BY Prepared by NKV Job No DN 6006 Total Pages Checked by BKT Doc No DN6006/102 28 ARIES MARINE & ENGG. SERVICES P.O Box: 24496, SHARJAH – UAE Tel: 06 – 5614166 Fax: 06 - 5614167 Reviewed by GM Date 14.02.08 Rev.0

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Inclining Test Procedure-example

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  • Abouzar-114

    Inclining Experiment Procedure

    0 INITIAL ISSUE 14.02.08 BKT GM

    Rev Description DATE CKD BY RVD BY

    Prepared by NKV Job No DN 6006 TotalPagesChecked by BKT Doc No DN6006/102 28

    ARIES MARINE & ENGG. SERVICESP.O Box: 24496, SHARJAH UAE

    Tel: 06 5614166 Fax: 06 - 5614167 Reviewed by GM Date 14.02.08 Rev.0

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 1

    Contents Page Nos

    1. Main Particulars of the vessel 02

    2. Procedure for Conducting Inclining Experiment

    I. Condition of the vessel before stability test 03

    II. Conducting Procedure 04

    III. Inclining Experiment report 04

    IV. Deviations 04

    V. Flow Chart / Drawing showing disposition of weights and movements 05

    VI. Pendulum Hanging Arrangement 06

    VII. Hydrostatic Parameters 07

    3. Inclining Weight Calculation 15

    4. Sample Calculation Sheets 16

    5. GA indicating location of Pendulums 27

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 2

    MAIN PARTICULARS OF THE VESSEL

    Name Abouzar-114

    Type Barge

    Length Overall 112.00 m

    LBP 112.00 m

    Breadth 29.40 m

    Depth 6.60 m

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 3

    PROCEDURE FOR CONDUCTING INCLINING EXPERIMENT

    (Ref : ASTM F 1321) (Ref: IMO Code on Intact Stability ; Resolution A.749 (18)

    I Condition of the vessel before stability test:

    a) General:

    ? The vessel should be as complete as possible at the time of stability test.? Temporary material, toolboxes, staging trash, sand, debris etc. on board should be reduced to absolute

    minimum during the stability test.? If any item to be added or removed, the weight and center of gravity should be accurately recorded.? All tanks should be empty or completely full and clean at the time of test. No slack tanks are allowed. If

    any tanks can not be emptied, then sounding of such tanks should be taken for correction of weight andfree surface effect. Effort should be made to keep the number of slack tanks to a minimum. To avoidpocketing, slack tanks should be 20-80% full if they are deep tanks and 40-60% full if they are doublebottom tanks. For this vessel, two tanks (WBT4 P&S) are anticipated to be completely full at the time ofthe experiment.

    b) Mooring arrangements

    ? The vessel should be held by lines at the bow and the stern attached to temporary pad eyes installed asclose as possible to the center line of the vessel and as near the water line as practical.

    ? If temporary pad eyes are not feasible, then lines can be secured to bollards or cleats or both on the deck.This arrangement requires that the lines to be slackened when the ship is heeled.

    ? Where the vessel can be moored to one side only, bow and stern lines with two spring lines should beprovided in order to maintain positive control of the vessel. All lines should be slack with the vessel, freeof the pier and camels when taking readings.

    c) List and trim

    ? The trim different from design trim should not be greater than 1% of LBP. If the trim is more than 1% ofLBP, trimmed hydrostatic will be used for light weight calculation.

    ? With the inclining weights in the initial position, list should not be greater than 0.5o.

    d) Test weight

    ? The total weights used should be sufficient to provide a minimum inclination of 1o and a maximum of 4oheel.

    ? The test weights should be compact and of such configuration that the KG of the weights can beaccurately determined.

    ? Weights such as porous concrete, that can absorb significant amount of moisture, should only be used ifthey were weighed just prior to the stability test.

    ? The weight should be calibrated to nearest +/- 10 Kgs.? Each weight used for the experiment to be weighted just prior to the experiment or weight certificates to

    be presented to the attending surveyor. Each weight to be marked with an identification number andmark.

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 4

    e) Pendulums

    ? TWO (2) pendulums are used to allow identification of bad readings at any pendulum station. Theyshould each be located in an area protected from wind.

    ? The pendulums should be long enough to give a measured deflection, to each side of upright, at least 150mm.

    ? A trough filled with thick oil should be provided to dampen oscillation of the pendulum after eachweight movement.

    II Conducting Procedure

    ? Ensure that the vessel is properly prepared for the test. Check that all compartments are clean, dry,movable weights are secured properly, pendulum and weights are in place on board.

    ? Check that there is no adverse effect of wind, current and sea.? Record accurately weight and center of gravity (VCG & LCG) of items to be added or removed from the

    ship.? Freeboard / draft readings should be taken at three (3) locations approximately equally spaced on each

    side of the Ship. These readings should be taken immediately before or immediately after the incliningtest. Weights must be on board and in place and all personnel, who will be on board during the test,should be on board during these readings. From these freeboard / draft readings calculate the mean draft.

    ? Specific gravity of the floatation water shall be determined at the time of test.? The mooring lines should be slack such that the vessel floats freely. Check should be made that the

    vessel is not resting on the bottom.? Measure the pendulum and record their length.? Prior to the weight movement make sure that communication arrangement is adequate, all personnel are

    in place. Mark the initial position of the weight on the deck.? Make each weight movement in the same direction, normally transversely, so as not to change the trim

    of the vessel. Deflection of the pendulum should be noted after each movement. Reading should be takenwhen the pendulum has stopped swinging.

    ? Run a plot during the test to ensure that acceptable data is being obtained. Typically, the abscissa of theplot will be heeling moment (weight times distance) and the ordinate will be the tangent of heel angle(deflection of pendulum divided by the length of pendulum). The plot should be a straight line.Movement No.8, a recheck of the zero point, may be omitted if a straight line plot is achieved aftermovement No.7

    III Inclining Experiment Report

    This report consists of a recording of the observed data, the calculations necessary to determine thedisplacement and center of gravity at the time of experiment and calculation made to arrive at the lightshipcondition by modification to the condition of ship at the time of inclining.

    IV Deviations

    The inclining experiment is to be performed as indicated above. Any deviation from the above procedure isto be authorized by the attending surveyor. ASTM F 1321 will be followed as the basis for the test andreference for resolving any questions.

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 5

    V Flowchart/Drawing showing disposition of weights and movements

    The standard test generally employs eight distinct weight movements as shown below.

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 6

    VI Pendulum Hanging Arrangement

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 7

    Hydrostatic PropertiesDraft is from Baseline.

    No Trim, No heel, VCG = 0.000Draft

    at56.000f

    (m)

    Displ(MT)

    LCB(m)

    VCB(m)

    LCF(m)

    TPcm(MT/cm)

    MTcm(MT-m

    /cm)

    KML(m)

    KMT(m)

    0.500 1409.282 56.234f 0.252 56.219f 28.557 190.834 1 516.616 146.2060.510 1437.846 56.234f 0.257 56.218f 28.572 191.133 1 488.815 143.3860.520 1466.425 56.234f 0.262 56.217f 28.586 191.432 1 462.085 140.6740.530 1495.019 56.233f 0.267 56.217f 28.601 191.732 1 436.367 138.0660.540 1523.628 56.233f 0.272 56.216f 28.616 192.032 1 411.601 135.5530.550 1552.251 56.233f 0.277 56.216f 28.631 192.332 1 387.738 133.1330.560 1580.890 56.232f 0.282 56.215f 28.646 192.633 1 364.728 130.7990.570 1609.543 56.232f 0.287 56.214f 28.661 192.934 1 342.528 128.5470.580 1638.211 56.232f 0.292 56.214f 28.675 193.235 1 321.094 126.3730.590 1666.894 56.231f 0.297 56.213f 28.690 193.537 1 300.388 124.2720.600 1695.591 56.231f 0.302 56.212f 28.705 193.839 1 280.374 122.2420.610 1724.304 56.231f 0.307 56.212f 28.720 194.141 1 261.017 120.2790.620 1753.031 56.230f 0.313 56.211f 28.735 194.443 1 242.286 118.3790.630 1781.773 56.230f 0.318 56.211f 28.750 194.746 1 224.151 116.5390.640 1810.530 56.230f 0.323 56.210f 28.764 195.050 1 206.584 114.7570.650 1839.302 56.230f 0.328 56.209f 28.779 195.353 1 189.558 113.0310.660 1868.089 56.229f 0.333 56.209f 28.794 195.658 1 173.051 111.3560.670 1896.891 56.229f 0.338 56.208f 28.809 195.962 1 157.036 109.7320.680 1925.707 56.229f 0.343 56.207f 28.824 196.266 1 141.494 108.1550.690 1954.538 56.228f 0.348 56.207f 28.839 196.571 1 126.403 106.6250.700 1983.384 56.228f 0.353 56.206f 28.854 196.877 1 111.746 105.1380.710 2012.245 56.228f 0.358 56.206f 28.868 197.183 1 097.503 103.6940.720 2041.121 56.227f 0.363 56.205f 28.883 197.489 1 083.656 102.2890.730 2070.012 56.227f 0.368 56.204f 28.898 197.795 1 070.188 100.9230.740 2098.917 56.227f 0.374 56.204f 28.913 198.102 1 057.086 99.5950.750 2127.838 56.226f 0.379 56.203f 28.928 198.408 1 044.334 98.3010.760 2156.773 56.226f 0.384 56.202f 28.943 198.716 1 031.921 97.0420.770 2185.723 56.226f 0.389 56.202f 28.957 199.024 1 019.830 95.8160.780 2214.688 56.225f 0.394 56.201f 28.972 199.332 1 008.050 94.6210.790 2243.667 56.225f 0.399 56.201f 28.987 199.640 996.569 93.4570.800 2272.662 56.225f 0.404 56.200f 29.002 199.949 985.377 92.3220.810 2301.671 56.224f 0.409 56.199f 29.017 200.258 974.462 91.2150.820 2330.695 56.224f 0.414 56.199f 29.032 200.568 963.814 90.1350.830 2359.734 56.224f 0.419 56.198f 29.046 200.877 953.424 89.0810.840 2388.788 56.223f 0.425 56.197f 29.061 201.187 943.281 88.0530.850 2417.857 56.223f 0.430 56.197f 29.076 201.498 933.378 87.0490.860 2446.940 56.223f 0.435 56.196f 29.091 201.809 923.707 86.0680.870 2476.039 56.223f 0.440 56.196f 29.106 202.120 914.260 85.1100.880 2505.152 56.222f 0.445 56.195f 29.121 202.431 905.027 84.1740.890 2534.280 56.222f 0.450 56.194f 29.136 202.743 896.003 83.2590.900 2563.423 56.222f 0.455 56.194f 29.150 203.055 887.181 82.3640.910 2592.581 56.221f 0.460 56.193f 29.165 203.368 878.553 81.4890.920 2621.754 56.221f 0.466 56.192f 29.180 203.681 870.114 80.6340.930 2650.941 56.221f 0.471 56.192f 29.195 203.994 861.857 79.796

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 8

    Hydrostatic PropertiesDraft is from Baseline.

    No Trim, No heel, VCG = 0.000Draft

    at56.000f

    (m)

    Displ(MT)

    LCB(m)

    VCB(m)

    LCF(m)

    TPcm(MT/cm)

    MTcm(MT-m

    /cm)

    KML(m)

    KMT(m)

    0.940 2680.143 56.220f 0.476 56.191f 29.210 204.308 853.778 78.9770.950 2709.360 56.220f 0.481 56.191f 29.225 204.621 845.867 78.1750.960 2738.593 56.220f 0.486 56.190f 29.239 204.936 838.123 77.3900.970 2767.839 56.219f 0.491 56.189f 29.254 205.250 830.541 76.6210.980 2797.101 56.219f 0.496 56.189f 29.269 205.565 823.113 75.8680.990 2826.377 56.219f 0.501 56.188f 29.284 205.881 815.836 75.1301.000 2855.669 56.218f 0.506 56.187f 29.299 206.196 808.705 74.4071.010 2884.975 56.218f 0.512 56.187f 29.314 206.512 801.717 73.6991.020 2914.296 56.218f 0.517 56.186f 29.328 206.828 794.867 73.0041.030 2943.632 56.217f 0.522 56.186f 29.343 207.145 788.151 72.3231.040 2972.983 56.217f 0.527 56.185f 29.358 207.462 781.563 71.6551.050 3002.348 56.217f 0.532 56.184f 29.373 207.779 775.103 71.0011.060 3031.729 56.217f 0.537 56.184f 29.388 208.097 768.765 70.3581.070 3061.124 56.216f 0.542 56.183f 29.403 208.415 762.546 69.7281.080 3090.534 56.216f 0.548 56.182f 29.418 208.733 756.443 69.1091.090 3119.959 56.216f 0.553 56.182f 29.432 209.052 750.454 68.5021.100 3149.399 56.215f 0.558 56.181f 29.447 209.371 744.573 67.9061.110 3178.854 56.215f 0.563 56.181f 29.462 209.691 738.800 67.3201.120 3208.323 56.215f 0.568 56.180f 29.477 210.011 733.130 66.7461.130 3237.807 56.214f 0.573 56.179f 29.492 210.331 727.561 66.1811.140 3267.306 56.214f 0.578 56.179f 29.507 210.651 722.091 65.6271.150 3296.820 56.214f 0.584 56.178f 29.521 210.972 716.717 65.0821.160 3326.349 56.213f 0.589 56.177f 29.536 211.293 711.436 64.5471.170 3355.893 56.213f 0.594 56.177f 29.551 211.615 706.246 64.0211.180 3385.451 56.213f 0.599 56.176f 29.566 211.936 701.144 63.5041.190 3415.025 56.212f 0.604 56.176f 29.581 212.259 696.129 62.9951.200 3444.613 56.212f 0.609 56.175f 29.596 212.581 691.198 62.4961.210 3474.216 56.212f 0.614 56.174f 29.610 212.904 686.350 62.0041.220 3503.833 56.211f 0.620 56.174f 29.625 213.228 681.581 61.5211.230 3533.467 56.211f 0.625 56.173f 29.640 213.551 676.891 61.0461.240 3563.114 56.211f 0.630 56.172f 29.655 213.875 672.277 60.5781.250 3592.776 56.210f 0.635 56.172f 29.670 214.199 667.737 60.1181.260 3622.454 56.210f 0.640 56.171f 29.685 214.524 663.271 59.6651.270 3652.146 56.210f 0.645 56.171f 29.700 214.849 658.875 59.2201.280 3681.853 56.210f 0.651 56.170f 29.714 215.174 654.549 58.7811.290 3711.574 56.209f 0.656 56.169f 29.729 215.500 650.290 58.3501.300 3741.311 56.209f 0.661 56.169f 29.744 215.826 646.097 57.9251.310 3771.062 56.209f 0.666 56.168f 29.759 216.152 641.969 57.5071.320 3800.829 56.208f 0.671 56.167f 29.774 216.479 637.904 57.0951.330 3830.610 56.208f 0.676 56.167f 29.789 216.806 633.902 56.6891.340 3860.406 56.208f 0.682 56.166f 29.803 217.134 629.959 56.2901.350 3890.217 56.207f 0.687 56.166f 29.818 217.462 626.075 55.8961.360 3920.042 56.207f 0.692 56.165f 29.833 217.790 622.249 55.5091.370 3949.883 56.207f 0.697 56.164f 29.848 218.118 618.480 55.1271.380 3979.738 56.206f 0.702 56.164f 29.863 218.447 614.766 54.7511.390 4009.609 56.206f 0.707 56.163f 29.878 218.776 611.106 54.380

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 9

    Hydrostatic PropertiesDraft is from Baseline.

    No Trim, No heel, VCG = 0.000Draft

    at56.000f

    (m)

    Displ(MT)

    LCB(m)

    VCB(m)

    LCF(m)

    TPcm(MT/cm)

    MTcm(MT-m

    /cm)

    KML(m)

    KMT(m)

    1.400 4039.494 56.206f 0.713 56.162f 29.892 219.106 607.498 54.0141.410 4069.393 56.205f 0.718 56.162f 29.907 219.436 603.943 53.6541.420 4099.308 56.205f 0.723 56.161f 29.922 219.766 600.438 53.2991.430 4129.237 56.205f 0.728 56.161f 29.937 220.097 596.982 52.9491.440 4159.182 56.204f 0.733 56.160f 29.952 220.428 593.576 52.6041.450 4189.141 56.204f 0.739 56.159f 29.967 220.759 590.217 52.2641.460 4219.115 56.204f 0.744 56.159f 29.982 221.091 586.904 51.9281.470 4249.104 56.203f 0.749 56.158f 29.996 221.423 583.637 51.5971.480 4279.108 56.203f 0.754 56.157f 30.011 221.755 580.414 51.2711.490 4309.127 56.203f 0.759 56.157f 30.026 222.088 577.237 50.9491.500 4339.160 56.202f 0.764 56.156f 30.041 222.421 574.101 50.6321.510 4369.208 56.202f 0.770 56.156f 30.056 222.755 571.008 50.3181.520 4399.271 56.202f 0.775 56.155f 30.071 223.088 567.955 50.0091.530 4429.349 56.202f 0.780 56.154f 30.085 223.423 564.944 49.7041.540 4459.442 56.201f 0.785 56.154f 30.100 223.757 561.971 49.4031.550 4489.549 56.201f 0.790 56.153f 30.115 224.092 559.038 49.1061.560 4519.672 56.201f 0.796 56.152f 30.130 224.427 556.143 48.8131.570 4549.810 56.200f 0.801 56.152f 30.145 224.763 553.286 48.5241.580 4579.962 56.200f 0.806 56.151f 30.160 225.098 550.464 48.2381.590 4610.128 56.200f 0.811 56.151f 30.174 225.435 547.679 47.9561.600 4640.311 56.199f 0.816 56.150f 30.189 225.772 544.930 47.6781.610 4670.507 56.199f 0.822 56.149f 30.204 226.109 542.214 47.4031.620 4700.719 56.199f 0.827 56.149f 30.219 226.446 539.533 47.1311.630 4730.945 56.198f 0.832 56.148f 30.234 226.784 536.886 46.8631.640 4761.187 56.198f 0.837 56.147f 30.249 227.122 534.272 46.5981.650 4791.443 56.198f 0.842 56.147f 30.263 227.460 531.689 46.3371.660 4821.713 56.197f 0.848 56.146f 30.278 227.799 529.137 46.0791.670 4851.999 56.197f 0.853 56.146f 30.293 228.138 526.618 45.8241.680 4882.300 56.197f 0.858 56.145f 30.308 228.478 524.128 45.5721.690 4912.616 56.196f 0.863 56.144f 30.323 228.818 521.669 45.3231.700 4942.946 56.196f 0.868 56.144f 30.338 229.158 519.239 45.0771.710 4973.291 56.196f 0.874 56.143f 30.353 229.498 516.837 44.8341.720 5003.650 56.195f 0.879 56.142f 30.367 229.839 514.465 44.5941.730 5034.026 56.195f 0.884 56.142f 30.382 230.181 512.120 44.3561.740 5064.415 56.195f 0.889 56.141f 30.397 230.523 509.803 44.1221.750 5094.819 56.194f 0.895 56.141f 30.412 230.865 507.512 43.8901.760 5125.239 56.194f 0.900 56.140f 30.427 231.207 505.248 43.6611.770 5155.673 56.194f 0.905 56.139f 30.442 231.550 503.010 43.4341.780 5186.123 56.193f 0.910 56.139f 30.456 231.893 500.798 43.2101.790 5216.586 56.193f 0.915 56.138f 30.471 232.236 498.611 42.9891.800 5247.064 56.193f 0.921 56.137f 30.486 232.580 496.448 42.7701.810 5277.558 56.193f 0.926 56.137f 30.501 232.924 494.310 42.5541.820 5308.067 56.192f 0.931 56.136f 30.516 233.269 492.196 42.3401.830 5338.590 56.192f 0.936 56.136f 30.531 233.614 490.106 42.1291.840 5369.128 56.192f 0.942 56.135f 30.545 233.959 488.038 41.9191.850 5399.681 56.191f 0.947 56.134f 30.560 234.305 485.994 41.713

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 10

    Hydrostatic PropertiesDraft is from Baseline.

    No Trim, No heel, VCG = 0.000Draft

    at56.000f

    (m)

    Displ(MT)

    LCB(m)

    VCB(m)

    LCF(m)

    TPcm(MT/cm)

    MTcm(MT-m

    /cm)

    KML(m)

    KMT(m)

    1.860 5430.249 56.191f 0.952 56.134f 30.575 234.651 483.972 41.5081.870 5460.831 56.191f 0.957 56.133f 30.590 234.997 481.972 41.3061.880 5491.428 56.190f 0.962 56.132f 30.605 235.344 479.993 41.1061.890 5522.041 56.190f 0.968 56.132f 30.620 235.691 478.036 40.9081.900 5552.667 56.190f 0.973 56.131f 30.635 236.038 476.100 40.7121.910 5583.311 56.189f 0.978 56.131f 30.649 236.386 474.185 40.5181.920 5613.967 56.189f 0.983 56.130f 30.664 236.734 472.290 40.3271.930 5644.638 56.189f 0.989 56.129f 30.679 237.083 470.415 40.1371.940 5675.325 56.188f 0.994 56.129f 30.694 237.431 468.560 39.9491.950 5706.026 56.188f 0.999 56.128f 30.709 237.781 466.725 39.7641.960 5736.742 56.188f 1.004 56.127f 30.724 238.130 464.909 39.5801.970 5767.473 56.187f 1.010 56.127f 30.738 238.481 463.111 39.3981.980 5798.219 56.187f 1.015 56.126f 30.753 238.831 461.332 39.2181.990 5828.979 56.187f 1.020 56.126f 30.768 239.181 459.571 39.0402.000 5859.755 56.186f 1.025 56.125f 30.783 239.532 457.829 38.8642.010 5890.545 56.186f 1.031 56.124f 30.798 239.884 456.104 38.6902.020 5921.351 56.186f 1.036 56.124f 30.813 240.236 454.396 38.5172.030 5952.170 56.185f 1.041 56.123f 30.827 240.588 452.706 38.3462.040 5983.006 56.185f 1.046 56.122f 30.842 240.940 451.033 38.1772.050 6013.856 56.185f 1.052 56.122f 30.857 241.293 449.376 38.0102.060 6044.720 56.184f 1.057 56.121f 30.872 241.647 447.736 37.8442.070 6075.599 56.184f 1.062 56.121f 30.887 242.000 446.113 37.6802.080 6106.494 56.184f 1.067 56.120f 30.902 242.354 444.505 37.5172.090 6137.403 56.183f 1.073 56.119f 30.917 242.709 442.913 37.3562.100 6168.327 56.183f 1.078 56.119f 30.931 243.063 441.337 37.1972.110 6199.265 56.183f 1.083 56.118f 30.946 243.418 439.776 37.0392.120 6230.218 56.183f 1.088 56.117f 30.961 243.774 438.230 36.8832.130 6261.188 56.182f 1.094 56.117f 30.976 244.130 436.699 36.7282.140 6292.171 56.182f 1.099 56.116f 30.991 244.486 435.182 36.5752.150 6323.169 56.182f 1.104 56.116f 31.006 244.842 433.680 36.4232.160 6354.182 56.181f 1.109 56.115f 31.020 245.199 432.193 36.2732.170 6385.210 56.181f 1.115 56.114f 31.035 245.557 430.719 36.1242.180 6416.253 56.181f 1.120 56.114f 31.050 245.914 429.260 35.9772.190 6447.310 56.180f 1.125 56.113f 31.065 246.272 427.814 35.8312.200 6478.382 56.180f 1.130 56.112f 31.080 246.631 426.382 35.6862.210 6509.470 56.180f 1.136 56.112f 31.095 246.989 424.962 35.5432.220 6540.572 56.179f 1.141 56.111f 31.109 247.349 423.557 35.4012.230 6571.689 56.179f 1.146 56.111f 31.124 247.708 422.164 35.2602.240 6602.821 56.179f 1.152 56.110f 31.139 248.068 420.784 35.1212.250 6633.967 56.178f 1.157 56.109f 31.154 248.428 419.416 34.9832.260 6665.128 56.178f 1.162 56.109f 31.169 248.789 418.061 34.8462.270 6696.305 56.178f 1.167 56.108f 31.184 249.150 416.719 34.7102.280 6727.496 56.177f 1.173 56.107f 31.199 249.511 415.388 34.5762.290 6758.701 56.177f 1.178 56.107f 31.213 249.873 414.070 34.4432.300 6789.922 56.177f 1.183 56.106f 31.228 250.235 412.763 34.3112.310 6821.158 56.176f 1.189 56.106f 31.243 250.597 411.468 34.180

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 11

    Hydrostatic PropertiesDraft is from Baseline.

    No Trim, No heel, VCG = 0.000Draft

    at56.000f

    (m)

    Displ(MT)

    LCB(m)

    VCB(m)

    LCF(m)

    TPcm(MT/cm)

    MTcm(MT-m

    /cm)

    KML(m)

    KMT(m)

    2.320 6852.408 56.176f 1.194 56.105f 31.258 250.960 410.185 34.0502.330 6883.673 56.176f 1.199 56.104f 31.273 251.323 408.912 33.9222.340 6914.954 56.175f 1.204 56.104f 31.288 251.687 407.651 33.7952.350 6946.249 56.175f 1.210 56.103f 31.302 252.051 406.402 33.6692.360 6977.559 56.175f 1.215 56.102f 31.317 252.415 405.163 33.5442.370 7008.883 56.174f 1.220 56.102f 31.332 252.780 403.935 33.4202.380 7040.223 56.174f 1.226 56.101f 31.347 253.145 402.717 33.2972.390 7071.578 56.174f 1.231 56.101f 31.362 253.510 401.510 33.1752.400 7102.947 56.173f 1.236 56.100f 31.377 253.876 400.314 33.0542.410 7134.331 56.173f 1.241 56.099f 31.391 254.242 399.128 32.9352.420 7165.730 56.173f 1.247 56.099f 31.406 254.609 397.952 32.8162.430 7197.144 56.172f 1.252 56.098f 31.421 254.975 396.786 32.6982.440 7228.571 56.172f 1.257 56.097f 31.436 255.343 395.630 32.5822.450 7260.015 56.172f 1.263 56.097f 31.451 255.710 394.484 32.4662.460 7291.474 56.171f 1.268 56.096f 31.466 256.079 393.347 32.3512.470 7322.947 56.171f 1.273 56.096f 31.481 256.447 392.220 32.2382.480 7354.435 56.171f 1.278 56.095f 31.495 256.816 391.102 32.1252.490 7385.938 56.171f 1.284 56.094f 31.510 257.185 389.994 32.0132.500 7417.455 56.170f 1.289 56.094f 31.525 257.554 388.895 31.9022.510 7448.988 56.170f 1.294 56.093f 31.540 257.924 387.805 31.7922.520 7480.535 56.170f 1.300 56.092f 31.555 258.294 386.723 31.6832.530 7512.097 56.169f 1.305 56.092f 31.570 258.665 385.651 31.5752.540 7543.674 56.169f 1.310 56.091f 31.584 259.036 384.588 31.4682.550 7575.266 56.169f 1.316 56.091f 31.599 259.408 383.533 31.3622.560 7606.871 56.168f 1.321 56.090f 31.614 259.779 382.487 31.2562.570 7638.493 56.168f 1.326 56.089f 31.629 260.151 381.449 31.1512.580 7670.129 56.168f 1.332 56.089f 31.644 260.524 380.420 31.0482.590 7701.780 56.167f 1.337 56.088f 31.659 260.897 379.398 30.9452.600 7733.447 56.167f 1.342 56.087f 31.673 261.270 378.385 30.8432.610 7765.128 56.167f 1.347 56.087f 31.688 261.644 377.381 30.7412.620 7796.823 56.166f 1.353 56.086f 31.703 262.018 376.384 30.6412.630 7828.536 56.166f 1.358 56.086f 31.718 262.392 375.394 30.5412.640 7860.260 56.166f 1.363 56.085f 31.733 262.767 374.414 30.4422.650 7892.000 56.165f 1.369 56.084f 31.748 263.142 373.440 30.3442.660 7923.755 56.165f 1.374 56.084f 31.763 263.517 372.474 30.2472.670 7955.525 56.165f 1.379 56.083f 31.777 263.893 371.516 30.1502.680 7987.310 56.164f 1.385 56.082f 31.792 264.270 370.565 30.0552.690 8019.110 56.164f 1.390 56.082f 31.807 264.646 369.622 29.9602.700 8050.924 56.164f 1.395 56.081f 31.822 265.023 368.686 29.8652.710 8082.753 56.163f 1.401 56.081f 31.837 265.401 367.757 29.7722.720 8114.598 56.163f 1.406 56.080f 31.852 265.778 366.835 29.6792.730 8146.456 56.163f 1.411 56.079f 31.866 266.157 365.920 29.5872.740 8178.330 56.162f 1.417 56.079f 31.881 266.535 365.012 29.4952.750 8210.218 56.162f 1.422 56.078f 31.896 266.914 364.112 29.4052.760 8242.122 56.162f 1.427 56.077f 31.911 267.293 363.218 29.3152.770 8274.040 56.161f 1.433 56.077f 31.926 267.673 362.330 29.225

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 12

    Hydrostatic PropertiesDraft is from Baseline.

    No Trim, No heel, VCG = 0.000Draft

    at56.000f

    (m)

    Displ(MT)

    LCB(m)

    VCB(m)

    LCF(m)

    TPcm(MT/cm)

    MTcm(MT-m

    /cm)

    KML(m)

    KMT(m)

    2.780 8305.974 56.161f 1.438 56.076f 31.941 268.053 361.450 29.1372.790 8337.922 56.161f 1.443 56.076f 31.955 268.434 360.576 29.0492.800 8369.884 56.160f 1.449 56.075f 31.970 268.814 359.709 28.9612.810 8401.862 56.160f 1.454 56.074f 31.985 269.195 358.848 28.8752.820 8433.854 56.160f 1.459 56.074f 32.000 269.577 357.993 28.7892.830 8465.862 56.159f 1.465 56.073f 32.015 269.959 357.145 28.7032.840 8497.884 56.159f 1.470 56.072f 32.030 270.341 356.303 28.6192.850 8529.922 56.159f 1.475 56.072f 32.045 270.724 355.467 28.5352.860 8561.973 56.158f 1.481 56.071f 32.059 271.107 354.638 28.4512.870 8594.041 56.158f 1.486 56.071f 32.074 271.490 353.814 28.3682.880 8626.121 56.158f 1.491 56.070f 32.089 271.874 352.996 28.2862.890 8658.220 56.157f 1.497 56.069f 32.104 272.259 352.185 28.2042.900 8690.329 56.157f 1.502 56.069f 32.119 272.643 351.380 28.1232.910 8722.456 56.157f 1.507 56.068f 32.134 273.028 350.579 28.0432.920 8754.597 56.157f 1.513 56.067f 32.148 273.413 349.785 27.9632.930 8786.753 56.156f 1.518 56.067f 32.163 273.799 348.997 27.8842.940 8818.923 56.156f 1.523 56.066f 32.178 274.185 348.214 27.8052.950 8851.108 56.156f 1.529 56.066f 32.193 274.572 347.437 27.7272.960 8883.309 56.155f 1.534 56.065f 32.208 274.959 346.666 27.6492.970 8915.524 56.155f 1.540 56.064f 32.223 275.346 345.900 27.5722.980 8947.755 56.155f 1.545 56.064f 32.237 275.734 345.139 27.4962.990 8980.000 56.154f 1.550 56.063f 32.252 276.122 344.384 27.4203.000 9012.259 56.154f 1.556 56.062f 32.267 276.510 343.634 27.3453.010 9044.533 56.154f 1.561 56.062f 32.282 276.899 342.889 27.2703.020 9076.823 56.153f 1.566 56.061f 32.297 277.288 342.149 27.1953.030 9109.127 56.153f 1.572 56.061f 32.312 277.678 341.415 27.1223.040 9141.446 56.153f 1.577 56.060f 32.327 278.068 340.686 27.0483.050 9173.780 56.152f 1.582 56.059f 32.341 278.458 339.961 26.9763.060 9206.129 56.152f 1.588 56.059f 32.356 278.849 339.242 26.9033.070 9238.493 56.152f 1.593 56.058f 32.371 279.240 338.528 26.8323.080 9270.871 56.151f 1.598 56.057f 32.386 279.631 337.819 26.7603.090 9303.264 56.151f 1.604 56.057f 32.401 280.023 337.114 26.6903.100 9335.672 56.151f 1.609 56.056f 32.416 280.416 336.414 26.6193.110 9368.095 56.150f 1.615 56.056f 32.430 280.808 335.719 26.5493.120 9400.533 56.150f 1.620 56.055f 32.445 281.202 335.030 26.4803.130 9432.985 56.150f 1.625 56.054f 32.460 281.595 334.344 26.4113.140 9465.455 56.149f 1.631 56.054f 32.475 281.989 333.663 26.3433.150 9497.937 56.149f 1.636 56.053f 32.490 282.383 332.987 26.2753.160 9530.434 56.149f 1.641 56.052f 32.505 282.777 332.315 26.2083.170 9562.946 56.148f 1.647 56.052f 32.519 283.172 331.648 26.1413.180 9595.473 56.148f 1.652 56.051f 32.534 283.568 330.985 26.0743.190 9628.014 56.148f 1.658 56.051f 32.549 283.963 330.327 26.0083.200 9660.569 56.147f 1.663 56.050f 32.564 284.360 329.673 25.9433.210 9693.141 56.147f 1.668 56.049f 32.579 284.756 329.023 25.8773.220 9725.728 56.147f 1.674 56.049f 32.594 285.153 328.378 25.8133.230 9758.328 56.146f 1.679 56.048f 32.608 285.550 327.737 25.748

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 13

    Hydrostatic PropertiesDraft is from Baseline.

    No Trim, No heel, VCG = 0.000Draft

    at56.000f

    (m)

    Displ(MT)

    LCB(m)

    VCB(m)

    LCF(m)

    TPcm(MT/cm)

    MTcm(MT-m

    /cm)

    KML(m)

    KMT(m)

    3.240 9790.944 56.146f 1.684 56.047f 32.623 285.948 327.100 25.6843.250 9823.574 56.146f 1.690 56.047f 32.638 286.346 326.467 25.6213.260 9856.221 56.145f 1.695 56.046f 32.653 286.744 325.839 25.5583.270 9888.881 56.145f 1.701 56.046f 32.668 287.143 325.214 25.4953.280 9921.556 56.145f 1.706 56.045f 32.683 287.543 324.594 25.4333.290 9954.247 56.144f 1.711 56.044f 32.698 287.942 323.977 25.3713.300 9986.951 56.144f 1.717 56.044f 32.712 288.342 323.365 25.3103.310 10019.670 56.144f 1.722 56.043f 32.727 288.743 322.757 25.2493.320 10052.410 56.143f 1.728 56.042f 32.742 289.143 322.152 25.1883.330 10085.160 56.143f 1.733 56.042f 32.757 289.544 321.552 25.1283.340 10117.920 56.143f 1.738 56.041f 32.772 289.946 320.955 25.0683.350 10150.700 56.142f 1.744 56.041f 32.787 290.348 320.362 25.0093.360 10183.490 56.142f 1.749 56.040f 32.801 290.750 319.773 24.9503.370 10216.300 56.142f 1.755 56.039f 32.816 291.153 319.187 24.8913.380 10249.130 56.141f 1.760 56.039f 32.831 291.556 318.606 24.8333.390 10281.960 56.141f 1.765 56.038f 32.846 291.960 318.028 24.7753.400 10314.820 56.141f 1.771 56.037f 32.861 292.364 317.453 24.7183.410 10347.690 56.140f 1.776 56.037f 32.876 292.768 316.882 24.6603.420 10380.570 56.140f 1.781 56.036f 32.890 293.173 316.315 24.6043.430 10413.470 56.140f 1.787 56.036f 32.905 293.578 315.752 24.5473.440 10446.380 56.139f 1.792 56.035f 32.920 293.983 315.192 24.4913.450 10479.310 56.139f 1.798 56.034f 32.935 294.389 314.635 24.4353.460 10512.250 56.139f 1.803 56.034f 32.950 294.795 314.082 24.3803.470 10545.210 56.138f 1.809 56.033f 32.965 295.202 313.532 24.3253.480 10578.180 56.138f 1.814 56.032f 32.980 295.609 312.986 24.2703.490 10611.160 56.138f 1.819 56.032f 32.994 296.016 312.443 24.2163.500 10644.170 56.137f 1.825 56.031f 33.009 296.424 311.903 24.1623.510 10677.190 56.137f 1.830 56.031f 33.024 296.832 311.367 24.1083.520 10710.220 56.137f 1.836 56.030f 33.039 297.241 310.834 24.0553.530 10743.260 56.136f 1.841 56.029f 33.054 297.650 310.304 24.0023.540 10776.320 56.136f 1.846 56.029f 33.069 298.059 309.778 23.9493.550 10809.400 56.136f 1.852 56.028f 33.083 298.469 309.255 23.8973.560 10842.490 56.135f 1.857 56.027f 33.098 298.879 308.734 23.8453.570 10875.590 56.135f 1.863 56.027f 33.113 299.290 308.217 23.7933.580 10908.710 56.135f 1.868 56.026f 33.128 299.701 307.704 23.7423.590 10941.850 56.134f 1.873 56.026f 33.143 300.112 307.193 23.6913.600 10975.000 56.134f 1.879 56.025f 33.158 300.524 306.685 23.6403.610 11008.170 56.134f 1.884 56.024f 33.172 300.936 306.180 23.5903.620 11041.350 56.134f 1.890 56.024f 33.187 301.349 305.679 23.5403.630 11074.540 56.133f 1.895 56.023f 33.202 301.762 305.180 23.4903.640 11107.750 56.133f 1.901 56.022f 33.217 302.175 304.684 23.4403.650 11140.980 56.133f 1.906 56.022f 33.232 302.589 304.192 23.3913.660 11174.210 56.132f 1.911 56.021f 33.247 303.003 303.702 23.3423.670 11207.470 56.132f 1.917 56.021f 33.262 303.417 303.215 23.2943.680 11240.740 56.132f 1.922 56.020f 33.276 303.832 302.731 23.2453.690 11274.020 56.131f 1.928 56.019f 33.291 304.248 302.250 23.197

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 14

    Hydrostatic PropertiesDraft is from Baseline.

    No Trim, No heel, VCG = 0.000Draft

    at56.000f

    (m)

    Displ(MT)

    LCB(m)

    VCB(m)

    LCF(m)

    TPcm(MT/cm)

    MTcm(MT-m

    /cm)

    KML(m)

    KMT(m)

    3.700 11307.320 56.131f 1.933 56.019f 33.306 304.664 301.772 23.1493.710 11340.630 56.131f 1.939 56.018f 33.321 305.079 301.296 23.1023.720 11373.960 56.130f 1.944 56.017f 33.336 305.496 300.823 23.0553.730 11407.300 56.130f 1.949 56.017f 33.351 305.913 300.354 23.0083.740 11440.660 56.130f 1.955 56.016f 33.365 306.330 299.886 22.9613.750 11474.040 56.129f 1.960 56.016f 33.380 306.748 299.422 22.9153.760 11507.420 56.129f 1.966 56.015f 33.395 307.166 298.960 22.8693.770 11540.830 56.129f 1.971 56.014f 33.410 307.585 298.501 22.8233.780 11574.240 56.128f 1.977 56.014f 33.425 308.003 298.044 22.7783.790 11607.680 56.128f 1.982 56.013f 33.440 308.423 297.591 22.7323.800 11641.120 56.128f 1.987 56.012f 33.454 308.842 297.139 22.6873.810 11674.580 56.127f 1.993 56.012f 33.469 309.262 296.691 22.6433.820 11708.060 56.127f 1.998 56.011f 33.484 309.683 296.244 22.5983.830 11741.550 56.127f 2.004 56.011f 33.499 310.104 295.801 22.5543.840 11775.060 56.126f 2.009 56.010f 33.514 310.525 295.360 22.5103.850 11808.580 56.126f 2.015 56.009f 33.529 310.947 294.921 22.4663.860 11842.120 56.126f 2.020 56.009f 33.544 311.369 294.485 22.4233.870 11875.670 56.125f 2.026 56.008f 33.558 311.791 294.052 22.3803.880 11909.230 56.125f 2.031 56.007f 33.573 312.214 293.621 22.3373.890 11942.820 56.125f 2.036 56.007f 33.588 312.638 293.192 22.2943.900 11976.410 56.124f 2.042 56.006f 33.603 313.061 292.766 22.2513.910 12010.020 56.124f 2.047 56.006f 33.618 313.485 292.342 22.2093.920 12043.650 56.124f 2.053 56.005f 33.633 313.910 291.921 22.1673.930 12077.290 56.123f 2.058 56.004f 33.647 314.335 291.502 22.1263.940 12110.940 56.123f 2.064 56.004f 33.662 314.760 291.085 22.0843.950 12144.610 56.123f 2.069 56.003f 33.677 315.185 290.670 22.0433.960 12178.290 56.122f 2.075 56.002f 33.692 315.612 290.258 22.0023.970 12211.990 56.122f 2.080 56.002f 33.707 316.038 289.848 21.9613.980 12245.710 56.122f 2.086 56.001f 33.722 316.465 289.441 21.9203.990 12279.440 56.121f 2.091 56.001f 33.736 316.892 289.035 21.8804.000 12313.180 56.121f 2.096 56.000f 33.751 317.315 288.628 21.840

    Water Specific Gravity = 1.025. Trim is per 112.00m

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 15

    INCLINING WEIGHT CALCULATION

    Vessel ParticularsLength between Perpendiculars = 112.00 mBeam (mld) = 29.40 m

    Assumed Displacement of the vessel during Inclining , ? = 4,989.00 T

    Draft at Midship corresponding to the Displacement = 1.71 m

    Assumed Vertical centre of Gravity of the vessel , KG = 4.27 m

    Vertical Metacentric Radius , KMt = 44.80 m (obtained from the Hydrostatic Table)

    HenceExpected Metacentric Height , GM , in the Inclining Condition = KM - KG

    = 40.53

    Length of the pendulum , l = 8.00 mMaximum Deflection , d = 152.00 mm

    Tan ? = d / l = 0.019 = 1.09 deg

    Average Distance of Transverse Shift of weights , D = 20.00 m

    GM = w x D / ? Tan?where , w is the weight required for a 152 mm deflection

    Hencew = GM ? Tan? / D

    = 192.09 T

    Weight of each test weight = 96.05 T ~ 100.00 T

    The Inclining weights required for the experiment is 4 Nos x 100 T

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 16

    Abouzar-114Inclining Experiment Report

    (Sample Calculation Sheet)

    Client:

    Rev Description DATE CKD BY RVDBYPrepared by Job No

    Checked by Doc NoARIES MARINE & ENGG. SERVICES

    P.O Box: 24496, SHARJAH UAETel: 06 5614166 Fax: 06 - 5614167

    Reviewed by Date Rev.0

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 17

    MAIN PARTICULARS OF THE VESSEL

    Length Overall : m

    Length BP : m

    Breadth : m

    Depth : m

    Name :

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 18

    GENERAL INFORMATION

    Vessel :

    Clients :

    Place of experiment :

    Date of experiment :

    Weather :

    Restraining line :

    Specific gravity of water at site :

    Temperature :

    Test witnessed by : i)

    ii)

    iii)

    iv)

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 19

    Details of Test Weights

    No. of weights :Transverse distance moved : m

    Weight ID Weight Location LCG VCG from BLT m m

    Details of Pendulums

    Pendulum Length Location

    Length of Pendulum 1 mm

    Length of Pendulum 2 mm

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 20

    Freeboard Readings

    Freeboards at the time of experiment

    Location Dist from Port Dist from Stbd

    m m m mm

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 21

    Drafts

    Drafts at the time of experiment

    Location Dist from AP Port Dist from AP Stbd

  • Inclining Experiment Procedure Abouzar-114

    Aries Marine Page 22

    Calculations

    From the plot of draft readings,Mean Draft At AP ; TA1 = mMean Draft At FP ; TF1 = m

    From the plot of draft readings,

    Draft Deflection (Hogging) ; ?T = mmCorrection of Deflection ; ?T1 =

    = mTherefore,Corrected draft at AP ; TA =

    = mCorrected draft at FP ; TF =

    = mCorrected mean of fore and aft drafts ; TM =

    = mMean Draft At AP = mMean Draft at FP = m

    Trim between perpendiculars = mTrim as percentage of length = %

    Extreme Draft (mean) = mBottom Plate thickness = mmMean Draft (mld) = m

    From Hydrostatics at m trim

    Displacement at mean draft , ? = T(corrected for water sp. gravity of T/m3)MCT = Tm/cmLCB = m

    LCG = m

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    Items to be Removed (Liquids)

    Sl Item Weight VCG (Bl) Vert Mom LCG Longl. Moml FSMT m Tm m Tm Tm

    I Liquids in tanks

    Items to be Removed (Solids)Sl Item Weight VCG (Bl) Vert Mom LCG Longl. Moml FSM

    T m Tm m Tm Tm

    II Inclining weights

    III Persons on board

    IV Loose gears

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    Items to be Added

    Sl Item Weight VCG (Bl) Vert Mom LCG Longl. Moml FSMT m Tm m Tm Tm

  • Inclining Experiment Procedure Abouzar-114

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    Items to be Relocated

    Sl Item Weight VCG (Bl) Vert Mom LCG (AP) Longl. Moml FSMT m Tm m Tm Tm

    TOTAL

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    Summary

    Weight VCG (Bl) Vert Mom LCG (AP) Longl. Moml FSMT m Tm m Tm Tm

    Displacement during inclining

    Weights to be removed

    Weights to be Added

    Weights to be relocated

    Lightship Weight T

    Lightship VCG after FSM Correction m above BL

    Lightship LCG m fwd of AP

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