船舶靜水力設(shè)計計算書.doc

船舶靜水力設(shè)計課程設(shè)計計算說明書班級：2011級船舶與海洋工程2班學(xué)號：631118020227指導(dǎo)老師：雷林日期：二O一三年十二月15 目錄一、設(shè)計題目，主尺度及設(shè)計資料2二、修正前型值表3三、修正后型值表4四、0WLAw XF IT IL Cwp計算表 5五、950WL Aw XF IT IL Cwp 計算表6六、1900 WLAw XF IT ILCwp計算表7七、2850 WLAw XF IT ILCwp計算表8八、3800 WL Aw XF IT ILCwp計算表9九、4750 WLAw XF IT ILCwp計算表10十、，CB,TPC計算表 11十一、XB計算表 11十二、(ZB)計算表12十三、,(ZM),(ZML)計算表12十四、MTC計算表格13十五、CM,Cp計算表格13十六、匯總表 14十七、附錄（各修正曲線草圖）14十八、課程設(shè)計總結(jié)15一、 設(shè)計任務(wù)書，船舶主尺度及設(shè)計資料：船舶靜水力設(shè)計課程設(shè)計任務(wù)書1、題目：1000噸貨船靜水力設(shè)計計算2、船舶主尺度總長 65.11m垂線間長 59.23m型寬 10.80m型深 5.35m吃水 4.2 m梁拱 0.22 m3、設(shè)計資料: 1000t 貨船型線圖及型值表4、設(shè)計要求1） 要求取21個計算站號，應(yīng)先把型線圖中不足的站號補(bǔ)齊，把對應(yīng)的型值補(bǔ)在型值表中。2） 計算水線從0號水線等間距取6條。若無船底線（0號水線）應(yīng)補(bǔ)畫，且把船底線的型值填入型值表。3） 對水線面和橫剖面的端點坐標(biāo)進(jìn)行修正，將修正后的端點坐標(biāo)填入型值表。4） 繪制靜水力計算表格，然后計算。5） 在方格紙上或用Autocad把計算結(jié)果繪制成如參考資料（3）所示的靜水力曲線圖。6） 設(shè)計封面（船舶靜力學(xué)課程設(shè)計計算書），編寫目錄。7） 設(shè)計總結(jié)文一篇。8） 按封面、目錄、任務(wù)書、計算表格、靜水力曲線圖、設(shè)計總結(jié)的順序裝訂計算書（交計算書打印件）。9） 以學(xué)號、姓名建立文件夾，把計算書電子文檔存入文件夾（交計算書電子文檔）。10） 全部設(shè)計工作要求一周內(nèi)完成。5、參考資料 1）船舶靜力學(xué) 蔡梅嶺2）船舶原理 盛振邦3）船舶原理 潘小明6、時間、地點: 17周、航海學(xué)院計算機(jī)房二、1000t貨船型值表（修正前）半寬水線圖型值表（修正前）站號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貨船型值表（修正后）半寬水線圖型值表（修正后）站號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、船底線的Aw，XF, IT, IL, CWP計算Aw，Xf,IT,IL,CWP計算表水線號d= 0 (m),L=2.9615(m)，2/3L=1.9743(m),2(L)3 = 51.9476(m3) 橫剖面站號水線半寬(m)面矩乘數(shù)慣矩乘數(shù) 面矩函數(shù) ()() 慣矩函數(shù) ()()水線半寬立方 （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總和33.5410.000770.0007.940309.503342.126修正值-0.0310.000100.000-0.848-1.349-0.001修正后總和33.5710.000670.0008.787310.849342.127計算公式計算結(jié)果198.8430.3110.77516028.393675.462五、一號水線（950WL）的Aw，XF, IT, IL, CWP計算表水線號d= 0.950 (m),L= 2.9615(m)，2/3L= 1.9743(m),2(L)3 =51.9476(m3)橫剖面站號水線半寬(m)面矩乘數(shù)慣矩乘數(shù) 面矩函數(shù) ()() 慣矩函數(shù) ()()水線半寬立方 （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總和62.9390770-6.332981.1361242.419修正值-0.0560100-0.714-5.585-0.001修正后總和62.9950670-5.618986.7211242.420計算公式計算結(jié)果373.5580.584-0.26451231.7482452.910六、二號水線（1900WL）的Aw，XF, IT, IL, CWP計算表水線號d= 1.9 (m),L=2.9615(m)，2/3L=1.9743(m),2(L)3 = 51.9476(m3)橫剖面站號水線半寬(m)面矩乘數(shù)慣矩乘數(shù) 面矩函數(shù) ()() 慣矩函數(shù) ()()水線半寬立方 （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總和70.3320.000770.000-13.3641229.2241528.357修正值-0.1280.000100.000-0.815-12.788-0.005修正后總和70.4600.000670.000-12.5491242.0121528.362計算公式計算結(jié)果417.3320.652-0.52864403.4073017.444七、三號水線（2850WL）的Aw，XF, IT, IL, CWP計算表水線號d= 2.85(m),L= 2.9615(m)，2/3L=1.9743(m),2(L)3 =51.9476(m3)橫剖面站號水線半寬(m)面矩乘數(shù)慣矩乘數(shù) 面矩函數(shù) ()() 慣矩函數(shù) ()()水線半寬立方 （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總和75.5880.000770.000-19.6901461.5351708.955修正值-0.1560.000100.000-0.283-15.560-0.004修正后總和75.7440.000670.000-19.4701477.0951708.959計算公式計算結(jié)果448.6320.701-0.76176471.5343373.998八、四號水線（3800WL）的Aw，XF, IT, IL, CWP計算表水線號d=3.80(m),L=2.9615(m)，2/3L=1.9743(m),2(L)3 =51.9476(m3)橫剖面站號水線半寬(m)面矩乘數(shù)慣矩乘數(shù) 面矩函數(shù) ()() 慣矩函數(shù) ()()水線半寬立方 （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總和82.5630.000770.000-53.6441928.8021874.163修正值0.7920.000100.000-9.68979.1552.725修正后總和81.7720.000670.000-43.9551849.6471871.438計算公式計算結(jié)果484.3340.757-1.59294857.3233694.772九、五號水線（4750WL）的Aw，XF, IT, IL, CWP計算表水線號d= 4.75 (m),L=2.9615(m)，2/3L=1.9743(m),2(L)3 = 51.9476(m3)橫剖面站號水線半寬(m)面矩乘數(shù)慣矩乘數(shù) 面矩函數(shù) ()() 慣矩函數(shù) ()()水線半寬立方 （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總和89.9430.000770.000-78.1452455.9902107.542修正值2.0590.000100.000-16.757205.89026.072修正后總和87.8840.000670.000-61.3882250.1002081.470計算公式計算結(jié)果520.5360.814-2.069114659.6684109.447十、，CB,TPC計算表表3-2 ，CB,TPC計算表d=0.95（m），12d=0.475（m），=1.025（tm3）水線號di（m）Awi（m2）成對和自上至下和 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計算表XB計算表水線號Awi（m2）xFi(m)()()成對和自上至下和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)計算表(ZB)計算表 d=0.95,1/2d=0.475水線號i（m3）成對和自上至下和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)計算表,(ZM),(ZML)計算表水線號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計算表格MTC計算表水線號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計算表格CM,CP計算表水線號中橫剖面半寬（m）成對和自上至下和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、匯總表匯總表水線號di（m）Zbi（m）MTC（tfm）00.00198.842.0410.950.488.879.02373.563.83188.43271.8921.901.0311.154.66417.33