1、2.484.1444.83140.2970.671.0511.4862.0242.7533.744.7145.08250.381.0771.7682.4543.1733.8954.5655.0275.24760.491.7592.8133.564.1554.6024.9495.2025.33870.5612.6293.684.3034.7395.015.2055.32480.5223.224.2354.7725.0725.2535.3585.4145.4490.3743.4744.4994.995.2245.3615.4355.46100.143.3934.5045.0075.2525.372
2、5.4325.461112.9254.1544.7255.0545.235.3415.453122.2813.5754.2464.634.8845.0625.195.273131.6843.6884.0984.3814.6264.8064.942141.2122.3863.0643.4833.8294.084.2884.485150.8331.7782.4122.8123.173.4173.899160.5811.2771.7992.1562.4392.6982.9443.181170.4070.8741.231.5071.7121.922.1482.381180.2760.5570.780.
3、9451.0751.1971.3371.521190.2040.3650.5030.6340.7350.7460.6860.677200.1110.1840.340.4860.5760.5950.5320.24 3.由型值表的半宽值用梯形法计算出的各条水线在各站的吃水面积（单位：平方米）站号/水线1.8290.13350.2610.38350.5020.60650.7611.2963.78050.2070.480.82951.2831.8942.82254.93058.72350.3160.81251.5112.47053.7965.80659.118513.6060.48351.3442.6
4、1254.36756.75610.002514.229519.12750.72852.1514.2627.075510.609514.839519.635524.77251.12453.41056.59710.454514.83319.608524.68429.9541.5954.74958.74113.26218.136523.24428.508533.83251.8715.598510.10215.02420.186525.49230.87836.3051.9245.910510.65515.76221.054526.452531.937.361.76655.71510.470515.62
5、0.91226.31431.7637.22051.46255.0029.441514.33119.47324.758530.13635.56951.14054.06857.97912.41717.17422.14727.27332.50450.8423.1846.52810.42114.660519.16423.8828.7540.6062.4055.138.403512.059516.01420.19824.58450.41651.7223.8176.4299.4212.713516.26220.05150.29051.21952.75754.7357.03259.60112.42215.4
6、8450.20350.8441.8963.26454.8746.698.72410.98850.1380.55451.2232.08553.09554.23155.49856.92750.1020.38650.82051.3892.07352.8143.534.21150.05550.2030.4650.8781.4091.99452.558二. 浮性曲线的计算1.水线面面积Aw曲线的计算公式：Aw面积=（半宽值梯形乘数站距）基线半宽（m）500水线半宽（m）1000水线半宽（m）1500水线半宽（m）梯形乘数站距（m）3.4440.6703.5603.6803.2204.990 3.5753
7、.0001.2300.7800.3402000水线半宽（m）2500水线半宽（m）3000水线半宽（m）3500水线半宽（m）1.1501.1102.4803.7405.010 5.2055.4605.2304.6305.1904.0803.1701.9204000水线半宽（m）4.5205.4400.240由以上计算表格及公式得出各水线面的面积为：（m2）水线（mm）面积m222.74417500189.11341000286.72671500347.91972000392.21642500429.32903000467.79503500519.52054000582.58012.漂心纵坐标
8、Xf曲线的计算漂心坐标=（半宽值站距力臂）/（半宽值站距）梯形乘数（m）力臂（m）6.88810.33213.77617.2220.66424.10827.55230.99634.4437.88441.32844.77248.21651.6655.10458.54861.99265.43668.88由以上计算表格及公式得出各水线面的漂心纵坐标为（m）：漂心（m）20.9268370733.4763749334.6951540134.9657604134.8411810634.5196766933.7457688732.1699207129.870517793.型排水体积曲线的计算计算方法：将已
9、得的各水线面面积绘制成水线面面积曲线，曲线与坐标轴所围的面积即为型排水体积。具体说明：如要计算某水线处的型排水体积，则将水线面面积曲线在该水线处以下的面积用梯形法计算，以此类推，求得各水线处的型排水体积。型排水体积=（水线面积水线间距）型排水m35.68604252.96439171.9244330.5860515.6200721.0063945.28731192.1161467.6414.总排水体积曲线的计算 计算方法：将各水线处的型排水体积分别乘以k=1.03即可。 计算结果（m3）：总排水体积m35.8566232654.5533217177.082132340.50358531.088
10、6742.636489973.6459191227.879481511.670235.总排水量曲线的计算将各水线处的总排水体积分别乘以w=1.025即可。计算结果（t）：总排水量m36.00303884255.91715474181.5091853349.0161695544.365815761.2024012997.9870671258.5764671549.4619866. 每厘米吃水吨数TPC曲线的计算将各水线处的Aw乘以w=1.025，再除以100即可。计算结果（t/cm）：Tpc（t/cm）0.233 1.938 2.939 3.566 4.020 4.401 4.795 5.325 5.971
