包均静水力计算书.docx

1、包均静水力计算书第二部分1650t渔政船静水力计算书一 静水力曲线的计算所需的数据 1.主要参数：总长：77 m 设计水线长：71.4 m 垂线间长：68.88m型宽：10.92m 型深：5.46 m 设计吃水：4.2 m型值表的半宽值（单位：米）站号底线500水线1000水线1500水线2000水线2500水线3000水线3500水线4000水线0000000003.65810.1360.1310.1240.1210.1160.0930.2160.8544.11520.1750.2390.3070.3920.5150.7071.153.0664.5230.2270.4050.5880.809

2、1.111.5412.484.1444.83140.2970.671.0511.4862.0242.7533.744.7145.08250.381.0771.7682.4543.1733.8954.5655.0275.24760.491.7592.8133.564.1554.6024.9495.2025.33870.5612.6293.684.3034.7395.015.2055.3245.32480.5223.224.2354.7725.0725.2535.3585.4145.4490.3743.4744.4994.995.2245.3615.4355.465.46100.143.3934.

3、5045.0075.2525.3725.4325.465.4611102.9254.1544.7255.0545.235.3415.4145.4531202.2813.5754.2464.634.8845.0625.195.2731301.68433.6884.0984.3814.6264.8064.9421401.2122.3863.0643.4833.8294.084.2884.4851500.8331.7782.4122.8123.173.4173.683.8991600.5811.2771.7992.1562.4392.6982.9443.1811700.4070.8741.231.5

4、071.7121.922.1482.3811800.2760.5570.780.9451.0751.1971.3371.5211900.2040.3650.5030.6340.7350.7460.6860.6772000.1110.1840.340.4860.5760.5950.5320.24 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/水线底线500水线1000水线1500水线2000水线2500水线3000水线3500水线4000水线0000000001.82910.1360.13350.2610.38350.5020.60650.7611.2963.

5、780520.1750.2070.480.82951.2831.8942.82254.93058.723530.2270.3160.81251.5112.47053.7965.80659.118513.60640.2970.48351.3442.61254.36756.75610.002514.229519.127550.380.72852.1514.2627.075510.609514.839519.635524.772560.491.12453.41056.59710.454514.83319.608524.68429.95470.5611.5954.74958.74113.26218.1

6、36523.24428.508533.832580.5221.8715.598510.10215.02420.186525.49230.87836.30590.3741.9245.910510.65515.76221.054526.452531.937.36100.141.76655.71510.470515.620.91226.31431.7637.22051101.46255.0029.441514.33119.47324.758530.13635.56951201.14054.06857.97912.41717.17422.14727.27332.50451300.8423.1846.5

7、2810.42114.660519.16423.8828.7541400.6062.4055.138.403512.059516.01420.19824.58451500.41651.7223.8176.4299.4212.713516.26220.05151600.29051.21952.75754.7357.03259.60112.42215.48451700.20350.8441.8963.26454.8746.698.72410.98851800.1380.55451.2232.08553.09554.23155.49856.92751900.1020.38650.82051.3892

8、.07352.8143.534.21152000.05550.2030.4650.8781.4091.99452.5582.944二. 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）站号基线半宽(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)0000013.44410.1360.1310.1240.12123.44420.1750.2390.3070.39223.44430.2270.4050.5880.80923.44440.2970.6701.0511.48623.44450.381.0771.7682.45423.

9、44460.491.7592.8133.56023.44470.5612.6293.6804.30323.44480.5223.2204.2354.77223.44490.3743.4744.4994.99023.444100.143.3934.5045.00723.4441102.9254.1544.72523.4441202.281 3.5754.24623.4441301.6843.0003.68823.4441401.2122.3863.06423.4441500.8331.7782.41223.4441600.5811.2771.79923.4441700.4070.8741.230

10、23.4441800.2760.5570.78023.4441900.2040.3650.50323.4442000.1110.1840.34013.444站号2000水线半宽(m)2500水线半宽(m)3000水线半宽(m)3500水线半宽（m）梯形乘数站距(m)0000013.44410.1160.0930.2160.85423.44420.5150.7071.1503.06623.44431.1101.5412.4804.14423.44442.0242.7533.7404.71423.44453.1733.8954.5655.02723.44464.1554.6024.9495.202

11、23.44474.7395.010 5.2055.32423.44485.0725.2535.3585.41423.44495.2245.3615.4355.46023.444105.2525.3725.4325.46023.444115.0545.2305.3415.41423.444124.6304.8845.0625.19023.444134.0984.3814.6264.80623.444143.4833.8294.0804.28823.444152.8123.1703.4173.68023.444162.1562.4392.6982.94423.444171.5071.7121.92

12、02.14823.444180.9451.0751.1971.33723.444190.6340.7350.7460.68623.444200.4860.5760.5950.53213.444站号4000水线半宽(m)梯形乘数站距(m)03.65813.44414.11523.44424.52023.44434.83123.44445.08223.44455.24723.44465.33823.44475.32423.44485.44023.44495.46023.444105.46123.444115.45323.444125.27323.444134.94223.444144.48523.

13、444153.89923.444163.18123.444172.38123.444181.52123.444190.67723.444200.24013.444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m2022.74417500189.11341000286.72671500347.91972000392.21642500429.32903000467.79503500519.52054000582.58012.漂心纵坐标Xf曲线的计算公式：漂心坐标=（半宽值梯形乘数站距力臂）/（半宽值梯形乘数站距）站号基线半宽(m)500水线半宽(m)1000水线半宽(m)梯形乘

14、数(m)站距(m)力臂(m)000013.444010.1360.1310.12423.4443.44420.1750.2390.30723.4446.88830.2270.4050.58823.44410.33240.2970.6701.05123.44413.77650.381.0771.76823.44417.2260.491.7592.81323.44420.66470.5612.6293.68023.44424.10880.5223.2204.23523.44427.55290.3743.4744.49923.44430.996100.143.3934.50423.44434.441

15、102.9254.15423.44437.8841202.281 3.57523.44441.3281301.6843.00023.44444.7721401.2122.38623.44448.2161500.8331.77823.44451.661600.5811.27723.44455.1041700.4070.87423.44458.5481800.2760.55723.44461.9921900.2040.36523.44465.4362000.1110.18413.44468.88站号1500水线半宽(m)2000水线半宽(m)2500水线半宽(m)梯形乘数站距(m)力臂(m)000

16、013.444010.1210.1160.09323.4443.44420.3920.5150.70723.4446.88830.8091.1101.54123.44410.33241.4862.0242.75323.44413.77652.4543.1733.89523.44417.2263.5604.1554.60223.44420.66474.3034.7395.01023.44424.10884.7725.0725.25323.44427.55294.9905.2245.36123.44430.996105.0075.2525.37223.44434.44114.7255.0545.2

17、3023.44437.884124.2464.6304.88423.44441.328133.6884.0984.38123.44444.772143.0643.4833.82923.44448.216152.4122.8123.17023.44451.66161.7992.1562.43923.44455.104171.2301.5071.71223.44458.548180.7800.9451.07523.44461.992190.5030.6340.73523.44465.436200.3400.4860.57613.44468.88站号3000水线半宽(m)3500水线半宽（m）400

18、0水线半宽(m)梯形乘数站距(m)力臂(m)0003.65813.444010.2160.8544.11523.4443.44421.1503.0664.52023.4446.88832.4804.1444.83123.44410.33243.7404.7145.08223.44413.77654.5655.0275.24723.44417.2264.9495.2025.33823.44420.6647 5.2055.3245.32423.44424.10885.3585.4145.44023.44427.55295.4355.4605.46023.44430.996105.4325.4605

19、.46123.44434.44115.3415.4145.45323.44437.884125.0625.1905.27323.44441.328134.6264.8064.94223.44444.772144.0804.2884.48523.44448.216153.4173.6803.89923.44451.66162.6982.9443.18123.44455.104171.9202.1482.38123.44458.548181.1971.3371.52123.44461.992190.7460.6860.67723.44465.436200.5950.5320.24013.44468

20、.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）：水线(mm)漂心（m）020.9268370750033.47637493100034.69515401150034.96576041200034.84118106250034.51967669300033.74576887350032.16992071400029.870517793.型排水体积曲线的计算计算方法：将已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。公式：型排水体

21、积=（水线面积梯形乘数水线间距）水线(mm)型排水m305.68604250052.964391000171.92441500330.58602000515.62002500721.00633000945.287335001192.11640001467.6414.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)：水线(mm)总排水体积m305.8566232650054.55332171000177.0821321500340.503582000531.08862500742.6364893000973.64591935001227.8794

22、840001511.670235.总排水量曲线的计算计算方法：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)：水线(mm)总排水量m306.00303884250055.917154741000181.50918531500349.01616952000544.3658152500761.20240123000997.98706735001258.57646740001549.4619866. 每厘米吃水吨数TPC曲线的计算计算方法：将各水线处的Aw乘以w=1.025，再除以100即可。计算结果(t/cm)：水线(mm)Tpc(t/cm)00.233 5001.938 10002.939 15003.566 20004.020 25004.401 30004.795 35005.325 40005.971