船舶静水力学课程设计计算说明书.doc

'《船舶静水力设计》课程设计计算说明书班级：2010级船舶与海洋工程4班姓名：王雪学号：指导教师：雷林日期：二〇一二年十二月至一月 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、0WLAwXFITILCwp计算表格………………………5五、950WLAwXFITILCwp计算表格……………………6六、1900WLAwXFITILCwp计算表格……………………7七、2850WLAwXFITILCwp计算表格……………………8八、3800WLAwXFITILCwp计算表格……………………9九、4750WLAwXFITILCwp计算表格……………………10十、计算表格……………………………11十一、计算表格……………………………………11十二、计算表格…………………………………12十三、计算表格…………12十四、计算表格……………………………………13十五、计算表格………………………………13十六、邦戎曲线计算表……………………………………14十七、某一倾斜水线下排水体积和浮心坐标计算表格…19十八、附录（各修正曲线草图）…………………………20十九、课程设计总结………………………………………21 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4.2m梁拱0.22m3、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）按参考资料4）所示绘制静水力计算表格，然后计算。5）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）按参考资料4）所示绘制邦戎曲线计算表格，然后计算。7）用Autocad把计算结果绘制成如参考资料（3）所示的邦戎曲线图。8）利用邦戎曲线图列表计算某一倾斜水线下排水体积和浮心坐标。9）设计封面（船舶静力学课程设计计算书），编写目录。10）设计总结文一篇。11） 按封面、目录、主尺度、计算表格、静水力曲线图、邦戎曲线图、某一倾斜水线下排水体积和浮心坐标计算表格、设计总结的顺序装订计算书（交计算书打印件）。1）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）。2）全部设计工作要求二周内完成。第1周要求完成静水力曲线计算，第2周要求完成邦戎曲线及某一倾斜水线下排水体积和浮心坐标计算。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4）计算表格复印资料6、时间、地点17、18周。航海学院计算机房二、1000T货船型值表（修正前）静水力设计型值表（修正前）站号船底线950WL1900WL2850WL3800WL4750WL0.000-0.0000.0000.0000.9001.9901.000-0.2900.4700.9102.0403.1002.0000.0720.8601.4502.2003.1003.9203.0000.2211.7902.6203.3303.9804.5404.0000.4662.9003.7404.2404.6304.9505.0001.0733.8284.5154.8395.0495.2046.0001.9004.4904.9805.1805.2805.3407.0002.6964.8895.2275.3395.3775.3928.0003.3875.1205.3405.3905.4005.4009.0003.9235.2705.3895.3975.3995.40010.0004.1435.3205.4005.4005.4005.40011.0003.9265.2345.3685.3925.4005.40012.0003.4445.0205.2505.3205.3605.38013.0002.8984.6864.9975.1255.2315.28614.0002.3124.2004.5804.8104.9705.09015.0001.6753.5313.9814.3674.5344.75416.0001.0332.7003.2003.6603.8804.200 17.0000.4281.7702.2702.6302.9903.37018.0000.0000.9101.3301.6501.9802.37019.000-0.2300.4800.7200.9801.33020.000-0.0000.0000.0000.0000.220三、1000T货船型值表（修正后）静水力设计型值表（修正后）站号船底线950WL1900WL2850WL3800WL4750WL0.000--0.200-0.320-0.3271.4553.7921.0000.0710.2900.4700.9102.0403.1002.0000.0720.8601.4502.2003.1003.9203.0000.2211.7902.6203.3303.9804.5404.0000.4662.9003.7404.2404.6304.9505.0001.0733.8284.5154.8395.0495.2046.0001.9004.4904.9805.1805.2805.3407.0002.6964.8895.2275.3395.3775.3928.0003.3875.1205.3405.3905.4005.4009.0003.9235.2705.3895.3975.3995.40010.0004.1435.3205.4005.4005.4005.40011.0003.9265.2345.3685.3925.4005.40012.0003.4445.0205.2505.3205.3605.38013.0002.8984.6864.9975.1255.2315.28614.0002.3124.2004.5804.8104.9705.09015.0001.6753.5313.9814.3674.5344.75416.0001.0332.7003.2003.6603.8804.20017.0000.4281.7702.2702.6302.9903.37018.000-0.1320.9101.3301.6501.9802.37019.000-0.2300.4800.7200.9801.33020.000--198.960-0.242-0.188-0.0510.267 四、船底线的AwXFITILCwp计算表格AW,XF,IT,IL,CWP计算表水线号d=0(m),δL=2.962(m),2/3δL=1.974(m),2(δL)3=51.974(m)3横剖面站号水线半宽（m）面矩函数惯矩函数面矩乘积（Ⅱ）·(Ⅲ)惯矩乘积(Ⅱ)×(Ⅳ)水线半宽立方（m）ⅠⅡⅢⅣⅤⅥⅦ001000.000.000.0010-9810.000.000.0020.075-864-0.604.800.0030.321-749-2.2515.730.0340.406-636-2.4414.620.0751.068-525-5.3426.701.2261.756-416-7.0228.105.4172.589-39-7.7723.3017.3583.297-24-6.5913.1935.8493.883-11-3.883.8858.55104.183000.000.0073.19113.876113.883.8858.23123.342246.6813.3737.33132.902398.7126.1224.44142.2924169.1736.6712.04151.6955258.4842.384.87160.9336365.6033.590.81170.4087492.8619.990.07180.1058640.846.720.001909810.000.000.00200101000.000.000.00总和33.1310.31313.02329.45修正值0.040.000.000.00修正后总和33.0910.31313.02329.45计算公式AW=2δL∑Ⅱ(m)2Cwp=Aw/LBxF=δLΣⅤ÷ΣⅡILF=2(δL)3ΣⅥ－AwxF2(m4)IT=(2/3)δL∑Ⅶ(m4)计算结果571.8560.1120.92315,781.862650.341 五、一号水线（950WL）AwXFITILCwp计算表格水线号d=0.95(m),δL=2.962(m),2/3δL=1.974(m),2(δL)3=51.974(m)3横剖面站号水线半宽（m）面矩函数惯矩函数面矩乘积（Ⅱ）·(Ⅲ)惯矩乘积(Ⅱ)×(Ⅳ)水线半宽立方（m）ⅠⅡⅢⅣⅤⅥⅦ00　1000.000.000.0010.318-981-2.8625.760.0320.86-864-6.8855.040.6431.79-749-12.5387.715.7442.9-636-17.40104.4024.3953.829-525-19.1595.7356.1464.49-416-17.9671.8490.5274.889-39-14.6744.00116.8685.12-24-10.2420.48134.2295.27-11-5.275.27146.36105.32000.000.00150.57115.234115.235.23143.38125.022410.0420.08126.51134.6863914.0642.17102.90144.241616.8067.2074.09153.53152517.6688.2844.02162.763616.2097.2019.68171.7774912.3986.735.55180.918647.2858.240.75190.089810.726.480.00200101000.000.000.00总和62.92　　-6.58981.841242.34修正值0.20　　-1.0716.120.02修正后总和62.72　　-5.51965.721242.32计算公式AW=2δL∑Ⅱ(m)2Cwp=Aw/LBxF=δLΣⅤ÷ΣⅡILF=2(δL)3ΣⅥ－AwxF2(m4)IT=(2/3)δL∑Ⅶ(m4)计算结果1083.7670.2130.26050118.9462452.347六、2号水线（1900WL）水线的AwXFITILCwp计算表格 水线号d=1.9(m),δL=8.64(m),2/3δL=5.76(m),2(δL)3=1289.945(m)3横剖面站号水线半宽（m）面矩函数惯矩函数面矩乘积（Ⅱ）·(Ⅲ)惯矩乘积(Ⅱ)×(Ⅳ)水线半宽立方（m）ⅠⅡⅢⅣⅤⅥⅦ00-101000.000.000.0010.49-981-4.4139.690.1221.45-864-11.6092.803.0532.62-749-18.34128.3817.9843.74-636-22.44134.6452.3154.515-525-22.58112.8892.0464.98-416-19.9279.68123.5175.227-39-15.6847.04142.8185.34-24-10.6821.36152.2795.389-11-5.395.39156.50105.4000.000.00157.46115.368115.375.37154.68125.252410.5021.00144.70134.9973914.9944.97124.78144.5841618.3273.2896.07153.98152519.9199.5363.09163.263619.20115.2032.77172.2774915.89111.2311.70181.3386410.6485.122.35190.489814.3238.880.1120-2.1510100-21.50-215.00-9.94总和68.46　　-33.401041.431518.37修正值-1.08　　-10.75-107.50-4.97修正后总和69.53　　-22.651148.931523.34计算公式AW=2δL∑Ⅱ(m)2Cwp=Aw/LBxF=δLΣⅤ÷ΣⅡILF=2(δL)3ΣⅥ－AwxF2(m4)IT=(2/3)δL∑Ⅶ(m4)计算结果1201.5130.236-0.96557910.0003007.080七、3号水线（2850WL）水线的AwXFITILCwp计算表格水线号d=2.85(m),δL=8.64(m),2/3δL=5.76(m),2(δL)3=12.89.945(m)3横剖面站号水线半宽（m）面矩函数惯矩函数面矩乘积（Ⅱ）·(Ⅲ)惯矩乘积(Ⅱ)×(Ⅳ)水线半宽立方（m）ⅠⅡⅢⅣⅤⅥⅦ00　1000.000.000.0010.923-981-8.3174.760.79 22.2-864-17.60140.8010.6533.33-749-23.31163.1736.9344.24-636-25.44152.6476.2354.839-525-24.20120.98113.3165.18-416-20.7282.88138.9975.339-39-16.0248.05152.1985.39-24-10.7821.56156.5995.397-11-5.405.40157.20105.4000.000.00157.46115.392115.395.39156.77125.322410.6421.28150.57135.1253915.3846.13134.61144.8141619.2476.96111.28154.36752521.84109.1883.28163.6663621.96131.7649.03172.6374918.41128.8718.19181.6586413.20105.604.49190.729816.4858.320.3720-0.1810100-1.80-18.00-0.01总和75.73　　-21.031475.721708.92修正值0.37　　-5.0528.380.39修正后总和75.36　　-15.981447.341708.53计算公式AW=2δL∑Ⅱ(m)2Cwp=Aw/LBxF=δLΣⅤ÷ΣⅡILF=2(δL)3ΣⅥ－AwxF2(m4)IT=(2/3)δL∑Ⅶ(m4)计算结果1302.2290.255-0.62874710.1183372.641八、4号水线（3800WL）水线的AwXFITILCwp计算表格水线号d=3.8(m),δL=8.64(m),2/3δL=5.76(m),2(δL)3=1289.945(m)3横剖面站号水线半宽（m）面矩函数惯矩函数面矩乘积（Ⅱ）·(Ⅲ)惯矩乘积(Ⅱ)×(Ⅳ)水线半宽立方（m）ⅠⅡⅢⅣⅤⅥⅦ00.852　1000.0085.200.6212.04-981-18.36165.248.4923.1-864-24.80198.4029.7933.98-749-27.86195.0263.0444.63-636-27.78166.6899.2555.049-525-25.25126.23128.7165.28-416-21.1284.48147.20 75.377-39-16.1348.39155.4685.4-24-10.8021.60157.4695.399-11-5.405.40157.38105.4000.000.00157.46115.4115.405.40157.46125.362410.7221.44153.99135.2313915.6947.08143.14144.9741619.8879.52122.76154.53452522.67113.3593.21163.8863623.28139.6858.41172.9974920.93146.5126.73181.9886415.84126.727.76190.989818.8279.380.94200.07101000.707.000.00总和81.90　　-33.561862.721869.28修正值1.06　　-8.8386.124.25修正后总和80.85　　-24.731776.601865.03计算公式AW=2δL∑Ⅱ(m)2Cwp=Aw/LBxF=δLΣⅤ÷ΣⅡILF=2(δL)3ΣⅥ－AwxF2(m4)IT=(2/3)δL∑Ⅶ(m4)计算结果1397.0360.274-0.90691189.7873681.577九、5号水线（4750WL）水线的AwXFITILCwp计算表格水线号d=4.75(m),δL=8.64(m),2/3δL=5.76(m),2(δL)3=1289.945(m)3横剖面站号水线半宽（m）面矩函数惯矩函数面矩乘积（Ⅱ）·(Ⅲ)惯矩乘积(Ⅱ)×(Ⅳ)水线半宽立方（m）ⅠⅡⅢⅣⅤⅥⅦ01.99　1000.00199.007.8813.1-981-27.90251.1029.7923.92-864-31.36250.8860.2434.54-749-31.78222.4693.5844.95-636-29.70178.20121.2955.204-525-26.02130.10140.9365.34-416-21.3685.44152.2775.392-39-16.1848.53156.7785.4-24-10.8021.60157.4695.4-11-5.405.40157.46105.4000.000.00157.46115.4115.405.40157.46 125.382410.7621.52155.72135.2863915.8647.57147.70145.0941620.3681.44131.87154.75452523.77118.85107.44164.263625.20151.2074.09173.3774923.59165.1338.27182.3786418.96151.6813.31191.3398111.97107.732.35200.214101002.1421.400.01总和88.03　　-42.492264.632063.37修正值1.66　　-12.88136.2514.90修正后总和86.37　　-29.612128.382048.47计算公式AW=2δL∑Ⅱ(m)2Cwp=Aw/LBxF=δLΣⅤ÷ΣⅡILF=2(δL)3ΣⅥ－AwxF2(m4)IT=(2/3)δL∑Ⅶ(m4)计算结果1492.5250.293-1.015.8264043.680十、计算表δT1=0.95(m)δT2=0.95(m)δT3=0.95(m),1/2δT1=0.475(m)1/2δT2=0.475(m)1/2δT3=0.475(m),w=1.025(t/m3)水线号Ｔi(m)Awi(m2)成对和自上而下之和▽i=δT/2(V)(m3)△i=w(Ⅵ)(t)LBTiCBi=▽i/LBTi(TPC)=(Ⅲ)w/100(t/cm)ⅠⅡⅢⅣⅤⅥⅦⅧⅨⅩ00194.781\\\10.95372.738567.519567.519269.575276.3103038.4990.08873.7221.9411.895784.6331352.152642.272658.323038.4990.211384.1132.85446.432858.3272210.4791049.9771076.223038.4990.34554.4643.8484.879931.3113141.791492.3501529.6563038.4990.491114.8454.75511.655996.5344138.3241965.7092014.8463038.4990.6465.116　十一、计算表Δt=0.95(m),1/2δT=0.475()mXbi计算表水线号Ａwi（m2）xFi(m)(Ⅱ)×Ⅲ成对和▽i（m３）Ｘbi＝Δt(Ⅵ)/2 自上至下之和▽i(m)ⅠⅡⅢⅣⅤⅥⅦⅧ0194.7811.07208.41\\　1373-0.405-150.9557.4557.45269.570.10122411.895-0.644-265.26-416.21-358.76642.27-0.26593446.432-1.103-492.41-757.67-1116.431049.97-0.50504484.879-1.4-678.83-1171.24-2287.681492.35-0.72815511.655-1.629-833.48-1512.31-3799.991965.70-0.9182十二、计算表δT=0.95(m)0.5δT=0.475(m)水线号▽i（m３）成对和自上至下之和0.5δT．（Ⅳ）／▽iＴi（m）ＺＢi＝（Ⅵ）－（Ⅴ）（m）ⅠⅡⅢⅣⅤⅥⅦ　0\\\　　1269.5715269.5715269.57150.4750.950.475　　2642.2722911.84371181.41550.87371.91.026　　31049.9771692.2492873.66491.30002.851.549　　41492.3502542.3275415.99251.72383.82.076　　51965.703458.0548874.04692.14434.752.608　　十三、计算表BM,BML,KM(ZM),KML(ZML)计算表水线号▽i（m３）ITi(m4)ILFi(m4)BM=(Ⅲ)/(Ⅱ)(m)BML=(Ⅳ)/(Ⅱ)(m)ZBi(m)Zmi=(Ⅴ)+(Ⅶ)(m)　ZMLi=(Ⅵ)+(Ⅶ)(m)　ⅠⅡⅢⅣⅤⅥⅦⅧ　Ⅸ　0650.3412,647.56\\　　1269.572452.347449568.7069.0972183.87970.4759.572　164.668　2642.273007.079757810.3874.681790.00911.04745.729　94.7035　31049.93372.64170852.5923.2121367.48011.57514.787　69.3238　41492.53681.57682577.3642.4669355.33372.09684.563　62.1230　51965.74073.09397528.3642.0720749.6142.62314.695　58.435　 十四、计算表MTC计算表水线号△i（t）BML(m)(Ⅱ)×(Ⅲ)L(m)MTC=(Ⅳ)/100(Ⅴ)(tf．m)ⅠⅡⅢⅣⅤⅥ0\59.231276.183.50807.9236559.238.2658.90.57910.387159.239.31076.67.72623.906859.2312.41529.55.84641.798159.2314.52014.49.99966.573159.2316.十五、，计算表CmCp计算表△T0.950水线号中横剖面半宽（m）成对和自上而下和Ami=△T*D例(m2)B*TiCm=E列/F列CbiCpi=Cbi/Cm船底线4.1430.000一号水线5.3209.4639.4638.99010.2600.8760.4460.509二号水线5.39910.71920.18219.17320.5200.9340.5310.569三号水线5.40010.79930.98129.43230.7800.9560.5790.606四号水线5.40010.80041.78139.69241.0400.9670.6170.638五号水线5.40010.80052.58149.95251.3000.9740.6500.668十六、邦戎曲线计算表1、邦戎曲线计算型值水线号站号0WL950WL1900WL2850WL3800WL4750WL上甲板（首升高甲板）边线（半宽） 上甲（首升高甲）板边线距离0WL的高度0.000----1.3501.9002.9506.1551.0000.0750.2900.4700.9102.0403.1003.9806.0002.0000.2000.8601.4502.2003.1003.9204.5805.8703.0000.4881.7902.6203.3303.9804.5404.9605.7504.0001.0872.9003.7404.2404.6304.9505.1805.6405.0002.1573.8004.5154.8395.0495.2045.3065.5556.0002.8184.4904.9805.1805.2805.3405.3705.4807.0003.7194.8895.2275.3395.3775.3925.4005.3978.0003.9655.1205.3405.3905.4005.4005.4005.3749.0004.1855.2705.3895.3925.4005.4005.4005.37410.0004.4765.3245.4005.4005.4005.4005.4005.37411.0004.0055.2345.3685.3925.4005.4005.4005.37412.0003.9495.0205.2505.3205.3605.3805.4005.37813.0003.4774.6864.9975.1255.2315.2865.3255.54914.0003.1234.2004.5804.8104.9705.0905.1905.62915.0002.0763.5313.9814.3674.5344.7544.9685.74716.0001.6082.7003.2003.6603.8804.2004.5805.87417.0000.6161.7702.2702.6302.9903.3704.6937.46018.0000.1210.9101.3301.6501.9802.3703.9527.56419.000-0.0380.2300.4800.7200.9801.3303.0707.65020.000----0.0000.1151.9007.700邦戎曲线计算表横剖面站号船底线一号水线y0y1∑1=y0+y1面积A1=∑1*△T面矩函数E1=1*y1C1=E1面积矩C1*△T*△T00.0000.0000.0000.0000.00010.0750.2900.3650.3470.2900.2900.26220.2000.8601.0601.0070.8600.8600.77630.4881.7902.2782.1641.7901.7901.61541.0872.9003.9873.7882.9002.9002.61752.1573.8005.9575.6593.8003.8003.43062.8184.4907.3086.9434.4904.4904.05273.7194.8898.6078.1774.8894.8894.41283.9655.1209.0858.6315.1205.1204.62194.1855.2709.4558.9835.2705.2704.756 104.4765.3249.8009.3105.3245.3244.804114.0055.2349.2398.7775.2345.2344.724123.9495.0208.9698.5215.0205.0204.531133.4774.6868.1627.7544.6864.6864.229143.1234.2007.3236.9574.2004.2003.791152.0763.5315.6075.3273.5313.5313.187161.6082.7004.3084.0922.7002.7002.437170.6161.7702.3862.2671.7701.7701.597180.1210.9101.0310.9800.9100.9100.821190.0000.1900.1900.1810.1900.1900.172200.0000.0000.0000.0000.000舯横剖面系数§=Awi/B*Ti-36.276横剖面站号二号水线y2∑2=∑1+y1+y2面积A2=∑2*△T面矩函数E2=2*y2C2=C1+E1+E2面积矩C2*△T*△T00.0000.0000.0000.0000.00010.4701.1251.0690.9401.5201.37221.4503.3703.2012.9004.6204.17032.6206.6886.3535.2408.8207.96043.74010.62710.0967.48013.28011.98554.51514.27213.5589.03016.63015.00864.98016.77815.9399.96018.94017.09375.22718.72317.78710.45420.23118.25985.34019.54518.56810.68020.92018.88095.38920.11519.10910.77821.31819.240105.40020.52319.49710.80021.44719.356115.36819.84118.84910.73621.20419.137125.25019.23918.27710.50020.54018.537134.99717.84516.9539.99319.36517.477144.58016.10315.2989.16017.56015.848153.98113.11912.4637.96215.02413.559163.20010.2089.6976.40011.80010.650172.2706.4266.1054.5408.0807.292181.3303.2713.1082.6604.4804.043190.4800.8610.8180.9601.3411.210200.0000.0000.0000.0000.000舯横剖面系数§20.293 =Awi/B*Ti横剖面站号三号水线y3∑3=∑2+y2+y3面积A3=∑3*△T面矩函数E3=3*y3C3=C2+E2+E3面积矩C3*△T*△T00.0000.0000.0000.0000.00010.9102.5052.3802.7305.1904.68422.2007.0206.6696.60014.12012.74333.33012.63812.0069.99024.05021.70544.24018.60717.67712.72033.48030.21654.83923.62622.44414.51740.17736.26065.18026.93825.59115.54044.44040.10775.33929.28827.82416.01646.70142.14785.39030.27528.76216.17047.77043.11295.39230.89529.35116.17648.27243.565105.40031.32329.75716.20048.44743.723115.39230.60129.07116.17748.11743.425125.32029.80928.31915.96047.00042.418135.12527.96626.56815.37444.73240.370144.81025.49324.21914.43041.15037.138154.36721.46720.39413.10136.08732.568163.66017.06816.21410.98029.18026.335172.63011.32610.7607.89020.51018.510181.6506.2515.9394.95012.09010.911190.7202.0611.9582.1604.4614.026200.0000.0000.0000.0000.000舯横剖面系数§=Awi/B*Ti14.556横剖面站号四号水线y4∑4=∑3+y3+y4面积A4=∑4*△T面矩函数E4=4*y4C4=C3+E3+E4面积矩C4*△T*△T01.3501.3501.2825.3995.3994.87212.0405.4555.1838.16016.08014.51223.10012.32011.70412.40033.12029.89133.98019.94818.95015.92049.96045.089 44.63027.47726.10318.52064.72058.41055.04933.51331.83820.19474.88967.58765.28037.39835.52821.12081.10073.19375.37740.00438.00421.51084.22676.01485.40041.06539.01221.60085.54077.20095.40041.68739.60321.60086.04877.658105.40042.12340.01721.60086.24777.838115.40041.39339.32321.59985.89377.518125.36040.48938.46521.44084.40076.171135.23138.32236.40620.92581.03073.130144.97035.27333.51019.88075.46068.103154.53430.36828.85018.13567.32360.759163.88024.60823.37715.52055.68050.251172.99016.94616.09911.96040.36036.425181.9809.8819.3877.92024.96022.526190.9803.7613.5733.92010.5419.513200.0000.0000.0000.0000.0000.000舯横剖面系数§=Awi/B*Ti11.789面站号五号水线y5∑5=∑4+y4+y5面积A5=∑5*△T面矩函数E5=5*y5C5=C4+E4+E5面积矩C5*△T*△T01.9004.5994.3699.50020.29818.31913.10010.59510.06615.50039.74035.86523.92019.34018.37319.60065.12058.77134.54028.46827.04422.70088.58079.94344.95037.05735.20424.750107.99097.46155.20443.76641.57826.018121.102109.29465.34048.01845.61726.700128.920116.35075.39250.77448.23526.962132.697119.75985.40051.86549.27227.000134.140121.06195.40052.48749.86327.000134.648121.520105.40052.92350.27727.000134.847121.699115.40052.19349.58327.000134.492121.379125.38051.22948.66826.900132.740119.798135.28648.83946.39726.428128.384115.866145.09045.33343.06725.450120.790109.013154.75439.65637.67323.769109.22798.578164.20032.68831.05321.00092.20083.211 173.37023.30622.14116.85069.17062.426182.37014.23113.52011.85044.73040.369191.3306.0715.7676.65021.11119.052200.1150.1150.1090.5740.5740.518舯横剖面系数§=Awi/B*Ti10.144横剖面站号最高水线到上甲板边线（首升高甲板边线）yd(上甲板边线)(首升高甲板边线）TmaxTd(上甲板边线)(首升高甲板边线）Asd=2(Td-Tmax)ydMoyd=Asd[Tmax+0.5(Td-Tmax)]02.9504.7506.1558.29045.20413.9804.7506.0009.95053.48124.5804.7505.87010.25954.47634.9604.7505.7509.92052.08045.1804.7505.6409.22047.90055.3064.7505.5558.54644.03665.3704.7505.4807.84040.10375.4004.7505.3976.98435.43385.4004.7505.3746.74334.13495.4004.7505.3746.74334.134105.4004.7505.3746.74334.135115.4004.7505.3746.74334.134125.4004.7505.3786.78034.334135.3254.7505.5498.51243.834145.1904.7505.6299.11947.323154.9684.7505.7479.90952.006164.5804.7505.87410.29454.680174.6934.7507.46025.433155.271183.9524.7507.56422.241136.932193.0704.7507.65017.806110.397201.9004.7507.70011.21069.782甲板边线以上梁拱部分梁拱到下面 横剖面站号T(甲板中心线）f(梁拱）Asf=(4*f*yd)/3Moyf=Asf*(Td+2*f/5)A(总）Moy(总）06.3100.1551.2717.90113.93171.42416.3100.3102.48015.18822.496104.53426.3100.4403.44420.82132.076134.06836.3100.5604.29325.64841.258157.67246.3100.6705.03829.76749.463175.12856.3100.7555.58932.73955.713186.07066.3100.8306.06535.24759.522191.70076.3100.9136.57237.86561.791193.05886.3100.9366.70538.54362.720193.73896.3100.9366.70538.54363.311194.196106.3100.9366.70538.54263.725194.376116.3100.9366.70538.54363.031194.055126.3100.9326.68438.43962.132192.571136.3100.7615.62932.94760.537192.648146.3100.6815.11430.17957.300186.515156.3100.5634.31225.75651.894176.340166.3100.4363.41620.66344.763158.553177.7940.3343.32425.24150.898242.937187.7940.2312.32517.80338.086195.104197.7940.1441.47111.33525.044140.784207.7940.0940.9677.48112.28677.782十七、某一倾斜水线下排水体积和浮心坐标计算表格首吃水：4750mm尾吃水：2000mmδL=L/202.962站号横剖面面积Asi横剖面面积静矩Moy乘数Si面积乘积Asi×Si力臂xi纵向力矩Asi×Si×xi浮心垂向坐标Zai垂向力矩Asi×Si×zai 0-0.187-0.3640.500-0.094-100.9362.000-0.18711.3001.9001.0001.300-9-11.7002.1382.77924.3006.8121.0004.300-8-34.4002.2759.78339.10014.4001.0009.100-7-63.7002.41321.954414.80023.6001.00014.800-6-88.8002.55037.740519.85032.4001.00019.850-5-99.2502.68853.347625.30040.8001.00025.300-4-101.2002.82571.473728.50046.5001.00028.500-3-85.5002.96384.431830.90052.6501.00030.900-2-61.8003.10095.790933.78057.4001.00033.780-1-33.7803.238109.3631035.07062.3001.00035.07000.0003.375118.3611136.20067.5001.00036.200136.2003.513127.1531236.53071.4001.00036.530273.0593.650133.3331335.90074.2501.00035.9003107.7003.788135.9711434.56075.0601.00034.5604138.2403.925135.6481530.71370.5211.00030.7135153.5644.063124.7711626.04563.0331.00026.0456156.2694.200109.3881719.09150.2881.00019.0917133.6394.33882.8081812.00034.4521.00012.000896.0034.47553.702195.16017.2101.0005.160946.4404.61323.801200.1100.8500.5000.055100.5504.7500.261总和439.022862.963439.060362.4701531.668排水体积▽=δL*∑ˊ（Asi*Si）1300.277浮心纵向坐标Xb=∑ˊ（Asi*Si*Xi）/∑ˊ(Asi*Si)0.826浮心垂向坐标Zb=∑ˊ（Asi*Si*Zai）/∑ˊ(Asi*Si)3.489十八、附录（各修正曲线草图、静水力曲线图、邦戎曲线图）十九、课程设计总结船舶静力学是我们船舶与海洋工程专业学生的最重要的专业课之一， 在课堂上雷老师给我们讲解了许多船舶曲线，当时的我们对此仅仅局限于认识上。而静力学课程设计则弥补了我们在这方面的不足。本次课程设计，我们的任务是完成船舶水静力曲线图和邦戎曲线图。在这个过程中，我们通过CAD来测出船舶的半宽值，并运用OFFICE来制作各种表格，通过二者的有机结合来完成此次的设计。通过此次的设计，我们将以前课本上的知识巩固的了一遍，还学会了如何完成船体各种曲线的绘制方法，为我们以后的工作打下了坚实的基础；而且我们还进一步熟练了CAD和Office的软件，这对我们将来也是很有帮助的；不仅如此，当在遇到自己不懂得知识的时候，我会大胆的去请教别人，在设计中我改掉了上大学以来不爱问问题的坏习惯。这次课程设计让我明白：认真可以把事情做对，用心则可以把事情做好。这次的课程设计是困难的，因为要复习其他学科，我甚至为此熬过通宵；但更是是收获的，收获的不仅仅是知识，而且还有做人的道理。人生就像是一场战斗，只有历经重重磨难的考验，最后站在顶端的幸存者才有资格藐视苍生！我虽然还没有做到这样的境界，但是我相信磨砺只会让我更加强大。'