船舶静水力设计计算书.doc

船舶静水力设计课程设计计算说明书班级：2011级船舶与海洋工程2班学号：631118020227指导老师：雷林日期：二O一三年十二月15 目录一、设计题目，主尺度及设计资料2二、修正前型值表3三、修正后型值表4四、0WLAw XF IT IL Cwp计算表 5五、950WL Aw XF IT IL Cwp 计算表6六、1900 WLAw XF IT ILCwp计算表7七、2850 WLAw XF IT ILCwp计算表8八、3800 WL Aw XF IT ILCwp计算表9九、4750 WLAw XF IT ILCwp计算表10十、，CB,TPC计算表 11十一、XB计算表 11十二、(ZB)计算表12十三、,(ZM),(ZML)计算表12十四、MTC计算表格13十五、CM,Cp计算表格13十六、汇总表 14十七、附录（各修正曲线草图）14十八、课程设计总结15一、 设计任务书，船舶主尺度及设计资料：船舶静水力设计课程设计任务书1、题目：1000吨货船静水力设计计算2、船舶主尺度总长 65.11m垂线间长 59.23m型宽 10.80m型深 5.35m吃水 4.2 m梁拱 0.22 m3、设计资料: 1000t 货船型线图及型值表4、设计要求1） 要求取21个计算站号，应先把型线图中不足的站号补齐，把对应的型值补在型值表中。2） 计算水线从0号水线等间距取6条。若无船底线（0号水线）应补画，且把船底线的型值填入型值表。3） 对水线面和横剖面的端点坐标进行修正，将修正后的端点坐标填入型值表。4） 绘制静水力计算表格，然后计算。5） 在方格纸上或用Autocad把计算结果绘制成如参考资料（3）所示的静水力曲线图。6） 设计封面（船舶静力学课程设计计算书），编写目录。7） 设计总结文一篇。8） 按封面、目录、任务书、计算表格、静水力曲线图、设计总结的顺序装订计算书（交计算书打印件）。9） 以学号、姓名建立文件夹，把计算书电子文档存入文件夹（交计算书电子文档）。10） 全部设计工作要求一周内完成。5、参考资料 1）船舶静力学 蔡梅岭2）船舶原理 盛振邦3）船舶原理 潘小明6、时间、地点: 17周、航海学院计算机房二、1000t货船型值表（修正前）半宽水线图型值表（修正前）站号0WL950WL1900WL2850WL3800WL4750WL00.9001.99010.2900.4700.9102.0403.10020.0750.8601.4502.2003.1003.92030.2211.7902.6203.3303.9804.54040.4662.9003.7404.2404.6304.95051.0733.8314.5164.8405.0495.20461.9004.4904.9805.1805.2805.34072.6964.8885.2275.3395.3775.39283.3885.1205.3405.3905.4005.40093.9235.2715.3915.3985.4005.400104.1435.3205.4005.4005.4005.400113.9265.2345.3685.3925.4005.400123.4445.0205.2505.3205.3605.380132.8994.6874.9975.1255.2315.286142.3124.2004.5804.8104.9705.090151.6753.5283.9804.3664.5334.753161.0332.7003.2003.6603.8804.200170.4281.7832.2702.6302.9903.370180.9101.3301.6501.9802.370190.2300.4800.7200.9801.330200.220三、1000t货船型值表（修正后）半宽水线图型值表（修正后）站号0WL950WL1900WL2850WL3800WL4750WL00.016-0.046-0.1271.7603.73510.0710.2900.4700.9102.0403.10020.0750.8601.4502.2003.1003.92030.2211.7902.6203.3303.9804.54040.4662.9003.7404.2404.6304.95051.0733.8314.5164.8405.0495.20461.9004.4904.9805.1805.2805.34072.6964.8885.2275.3395.3775.39283.3885.1205.3405.3905.4005.40093.9235.2715.3915.3985.4005.400104.1435.3205.4005.4005.4005.400113.9265.2345.3685.3925.4005.400123.4445.0205.2505.3205.3605.380132.8994.6874.9975.1255.2315.286142.3124.2004.5804.8104.9705.090151.6753.5283.9804.3664.5334.753161.0332.7003.2003.6603.8804.200170.4281.7832.2702.6302.9903.37018-0.1320.9101.3301.6501.9802.370190.2300.4800.7200.9801.33020-0.127-0.209-0.184-0.1770.383四、船底线的Aw，XF, IT, IL, CWP计算Aw，Xf,IT,IL,CWP计算表水线号d= 0 (m),L=2.9615(m)，2/3L=1.9743(m),2(L)3 = 51.9476(m3) 横剖面站号水线半宽(m)面矩乘数惯矩乘数 面矩函数 ()() 惯矩函数 ()()水线半宽立方 （m3）00.000-101000.0000.0000.00010.071-981-0.6395.7510.00020.075-864-0.6004.8000.00030.221-749-1.54710.8290.01140.466-636-2.79616.7760.10151.073-525-5.36526.8251.23561.900-416-7.60030.4056.86272.696-39-8.08824.26419.59683.388-24-6.77513.55038.87293.923-11-3.9233.92360.379104.143000.0000.00071.112113.926113.9263.92660.513123.444246.88813.77640.850132.899398.69626.08824.356142.3124169.24836.99212.358151.6755258.37541.8754.699161.0336366.20037.1991.103170.4287492.99620.9720.07818-0.132864-1.056-8.448-0.002190.0009810.0000.0000.000200.000101000.0000.0000.000总和33.5410.000770.0007.940309.503342.126修正值-0.0310.000100.000-0.848-1.349-0.001修正后总和33.5710.000670.0008.787310.849342.127计算公式计算结果198.8430.3110.77516028.393675.462五、一号水线（950WL）的Aw，XF, IT, IL, CWP计算表水线号d= 0.950 (m),L= 2.9615(m)，2/3L= 1.9743(m),2(L)3 =51.9476(m3)横剖面站号水线半宽(m)面矩乘数惯矩乘数 面矩函数 ()() 惯矩函数 ()()水线半宽立方 （m3）00.016-10100-0.1551.5500.00010.290-981-2.61023.4900.02420.860-864-6.88055.0400.63631.790-749-12.53087.7105.73542.900-636-17.400104.40024.38953.831-525-19.15395.76556.20864.490-416-17.96071.84090.51974.888-39-14.66443.992116.78685.120-24-10.24020.480134.21895.271-11-5.2715.271146.413105.320000.0000.000150.569115.234115.2345.234143.368125.0202410.04020.080126.506134.6873914.06042.180102.944144.20041616.80067.20074.088153.52852517.63988.19343.901162.70063616.20097.20019.683171.78374912.48087.3625.667180.9108647.28058.2400.754190.2309812.07018.6300.01220-0.12710100-1.272-12.720-0.002总和62.9390770-6.332981.1361242.419修正值-0.0560100-0.714-5.585-0.001修正后总和62.9950670-5.618986.7211242.420计算公式计算结果373.5580.584-0.26451231.7482452.910六、二号水线（1900WL）的Aw，XF, IT, IL, CWP计算表水线号d= 1.9 (m),L=2.9615(m)，2/3L=1.9743(m),2(L)3 = 51.9476(m3)横剖面站号水线半宽(m)面矩乘数惯矩乘数 面矩函数 ()() 惯矩函数 ()()水线半宽立方 （m3）0-0.046-101000.464-4.6360.00010.470-981-4.23038.0700.10421.450-864-11.60092.8003.04932.620-749-18.340128.38017.98543.740-636-22.440134.64052.31454.516-525-22.580112.90092.10164.980-416-19.92079.680123.50675.227-39-15.68047.039142.77785.340-24-10.68021.360152.27395.391-11-5.3915.391156.634105.400000.0000.000157.464115.368115.3685.368154.664125.2502410.50021.000144.703134.9973914.99144.972124.768144.58041618.32073.28096.072153.98052519.89899.49063.026163.20063619.200115.20032.768172.27074915.890111.23011.697181.33086410.64085.1202.353190.4809814.32038.8800.11120-0.20910100-2.094-20.940-0.009总和70.3320.000770.000-13.3641229.2241528.357修正值-0.1280.000100.000-0.815-12.788-0.005修正后总和70.4600.000670.000-12.5491242.0121528.362计算公式计算结果417.3320.652-0.52864403.4073017.444七、三号水线（2850WL）的Aw，XF, IT, IL, CWP计算表水线号d= 2.85(m),L= 2.9615(m)，2/3L=1.9743(m),2(L)3 =51.9476(m3)横剖面站号水线半宽(m)面矩乘数惯矩乘数 面矩函数 ()() 惯矩函数 ()()水线半宽立方 （m3）0-0.127-101001.273-12.730-0.00210.910-981-8.19073.7100.75422.200-864-17.600140.80010.64833.330-749-23.310163.17036.92644.240-636-25.440152.64076.22554.840-525-24.198120.990113.35265.180-416-20.72082.880138.99275.339-39-16.01648.047152.14585.390-24-10.78021.560156.59195.398-11-5.3985.398157.307105.400000.0000.000157.464115.392115.3925.392156.791125.3202410.64021.280150.569135.1253915.37446.123134.596144.81041619.24076.960111.285154.36652521.831109.15583.236163.66063621.960131.76049.028172.63074918.410128.87018.191181.65086413.200105.6004.492190.7209816.48058.3200.37320-0.18410100-1.839-18.390-0.006总和75.5880.000770.000-19.6901461.5351708.955修正值-0.1560.000100.000-0.283-15.560-0.004修正后总和75.7440.000670.000-19.4701477.0951708.959计算公式计算结果448.6320.701-0.76176471.5343373.998八、四号水线（3800WL）的Aw，XF, IT, IL, CWP计算表水线号d=3.80(m),L=2.9615(m)，2/3L=1.9743(m),2(L)3 =51.9476(m3)横剖面站号水线半宽(m)面矩乘数惯矩乘数 面矩函数 ()() 惯矩函数 ()()水线半宽立方 （m3）01.760-10100-17.604176.0405.45612.040-981-18.360165.2408.49023.100-864-24.800198.40029.79133.980-749-27.860195.02063.04544.630-636-27.780166.68099.25355.049-525-25.244126.218128.68865.280-416-21.12084.480147.19875.377-39-16.13248.397155.49585.400-24-10.80021.600157.46495.400-11-5.4005.400157.464105.400000.0000.000157.464115.400115.4005.400157.447125.3602410.72021.440153.991135.2313915.69447.083143.171144.97041619.88079.520122.764154.53352522.665113.32593.145163.88063623.280139.68058.411172.99074920.930146.51026.731181.98086415.840126.7207.762190.9809818.82079.3800.94120-0.17710100-1.773-17.730-0.006总和82.5630.000770.000-53.6441928.8021874.163修正值0.7920.000100.000-9.68979.1552.725修正后总和81.7720.000670.000-43.9551849.6471871.438计算公式计算结果484.3340.757-1.59294857.3233694.772九、五号水线（4750WL）的Aw，XF, IT, IL, CWP计算表水线号d= 4.75 (m),L=2.9615(m)，2/3L=1.9743(m),2(L)3 = 51.9476(m3)横剖面站号水线半宽(m)面矩乘数惯矩乘数 面矩函数 ()() 惯矩函数 ()()水线半宽立方 （m3）03.735-10100-37.346373.46052.08713.100-981-27.900251.10029.79123.920-864-31.360250.88060.23634.540-749-31.780222.46093.57744.950-636-29.700178.200121.28755.204-525-26.019130.093140.90865.340-416-21.36085.440152.27375.392-39-16.17748.532156.80085.400-24-10.80021.599157.44795.400-11-5.4005.400157.464105.400000.0000.000157.464115.400115.4005.400157.447125.3802410.76021.520155.721135.2863915.85747.572147.684145.09041620.36081.440131.872154.75352523.767118.835107.402164.20063625.200151.20074.088173.37074923.590165.13038.273182.37086418.960151.68013.312191.33098111.970107.7302.353200.383101003.83238.3200.056总和89.9430.000770.000-78.1452455.9902107.542修正值2.0590.000100.000-16.757205.89026.072修正后总和87.8840.000670.000-61.3882250.1002081.470计算公式计算结果520.5360.814-2.069114659.6684109.447十、，CB,TPC计算表表3-2 ，CB,TPC计算表d=0.95（m），12d=0.475（m），=1.025（tm3）水线号di（m）Awi（m2）成对和自上至下和 LBdi 0 0.00 198.84 0.00 2.04 1 0.95 373.56 572.40 572.40 271.89 278.69 607.70 0.45 3.83 2 1.90 417.33 790.89 1363.29 647.56 663.75 1215.40 0.53 4.28 3 2.85 448.63 865.96 2229.25 1058.90 1085.37 1823.10 0.58 4.60 4 3.80 484.33 932.97 3162.22 1502.05 1539.61 2430.80 0.62 4.96 5 4.75 520.54 1004.87 4167.09 1979.37 2028.85 3038.50 0.65 5.34 十一、XB计算表XB计算表水线号Awi（m2）xFi(m)()()成对和自上至下和i（m3）0 198.843 0.775 154.124 1 373.558 -0.264 -98.657 55.467 55.467 271.891 0.097 2 417.332 -0.528 -220.142 -318.799 -263.332 647.563 -0.193 3 448.632 -0.761 -341.543 -561.686 -825.018 1058.896 -0.370 4 484.334 -1.592 -771.012 -1112.555 -1937.573 1502.055 -0.613 5 520.536 -2.069 -1076.832 -1847.844 -3785.417 1979.368 -0.908 十二、 (ZB)计算表(ZB)计算表 d=0.95,1/2d=0.475水线号i（m3）成对和自上至下和di（m）00.0001271.891271.891271.8910.4750.9500.4752647.563919.4541191.3450.8741.9001.02631058.8961706.4592897.8041.3002.8501.55041502.0552560.9515458.7541.7263.8002.07451979.3683481.4238940.1772.1454.7502.605十三、,(ZM),(ZML)计算表,(ZM),(ZML)计算表水线号i（m3）ITi（m4）ILi（m4）ZBi（m）0 675.462 16028.393 1 271.891 2452.910 51231.748 9.022 188.428 0.475 9.497 188.903 2 647.563 3017.444 64403.407 4.660 99.455 1.026 5.686 100.481 3 1058.896 3373.998 76471.534 3.186 72.218 1.550 4.737 73.768 4 1502.055 3694.772 94857.323 2.460 63.152 2.074 4.534 65.226 5 1979.368 4109.447 114659.668 2.076 57.927 2.605 4.681 60.532 十四、MTC计算表格MTC计算表水线号i （t）()()L(m)059.2301278.688188.42852512.53959.2308.8662663.75299.45566013.54159.23011.14531085.36872.21878383.33859.23013.23441539.60663.15297228.74359.23016.41652028.85257.927117526.13359.23019.842十五、CM, Cp计算表格CM,CP计算表水线号中横剖面半宽（m）成对和自上至下和BdiCBi0 4.143 1 5.320 9.463 9.463 8.990 10.260 0.876 0.447 0.511 2 5.400 10.720 20.183 19.174 20.520 0.934 0.532 0.569 3 5.400 10.800 30.983 29.434 30.780 0.956 0.581 0.607 4 5.400 10.800 41.783 39.694 41.040 0.967 0.618 0.639 5 5.400 10.800 52.583 49.954 51.300 0.974 0.651 0.669 十六、汇总表汇总表水线号di（m）Zbi（m）MTC（tfm）00.00198.842.0410.950.488.879.02373.563.83188.43271.8921.901.0311.154.66417.33