船舶2班陳杜煉 指導(dǎo)書及成果說明書

1、.課程設(shè)計(jì)成果說明書題 目： 船舶靜水力性能及穩(wěn)性計(jì)算學(xué)生姓名： 陳杜煉 學(xué) 號(hào)： 121306221 學(xué) 院： 船舶與海洋工程學(xué)院 班 級(jí)： 12船舶2班 指導(dǎo)教師： 王化明 浙江海洋學(xué)院教務(wù)處2014年6月12 日浙江海洋學(xué)院課程設(shè)計(jì)成績?cè)u(píng)定表20 13 20 14學(xué)年 第 二 學(xué)期學(xué)院 船海工程學(xué)院 班級(jí) 12船舶2班 專業(yè) 船舶 學(xué)生姓名(學(xué) 號(hào)) 陳杜煉121306221課程設(shè)計(jì)名 稱船舶靜水力性能及穩(wěn)性計(jì)算題 目課程設(shè)計(jì)指導(dǎo)教師評(píng)語指導(dǎo)教師簽名： 年 月 日答辯評(píng)語及成績答辯小組教師簽名： 年 月 日船舶靜力學(xué)課程設(shè)計(jì)指導(dǎo)書一、設(shè)計(jì)目的船舶靜力學(xué)是船舶與海洋工程專業(yè)的一門重要專業(yè)課

2、，在課程中學(xué)習(xí)船體幾何形體的表達(dá)方法；學(xué)習(xí)船舶安全漂浮水面保持一定穩(wěn)性和浮態(tài)的基本原理和計(jì)算方法以及抗沉性能的研究。根據(jù)教學(xué)大綱要求的重點(diǎn)內(nèi)容，本課程設(shè)計(jì)包括兩方面內(nèi)容：一是運(yùn)用所學(xué)基本方法和知識(shí)完成某一條船的靜水力性能計(jì)算并繪制出靜水力曲線圖，使學(xué)生在了解和掌握基本原理的前提下實(shí)踐計(jì)算流程；二是采用變排水量法計(jì)算并完成某一條船的靜、動(dòng)穩(wěn)性曲線繪制。通過該課程設(shè)計(jì)環(huán)節(jié)達(dá)到對(duì)課程重點(diǎn)內(nèi)容的消化和吸收，提高學(xué)生的工程技術(shù)素養(yǎng)，為后續(xù)課程學(xué)習(xí)和今后從事船舶設(shè)計(jì)、建造和開發(fā)等科研工作打下結(jié)實(shí)的理論基礎(chǔ)。二、內(nèi) 容（注：第一部分內(nèi)容為必做，第二部分內(nèi)容為選做。 ）1、靜水力性能計(jì)算。依據(jù)提供的船型圖紙資

3、料，完成以下設(shè)計(jì)任務(wù)：選取合適方法計(jì)算并繪制浮性和穩(wěn)性曲線包括：#；(1) 型排水體積曲線(2) 排水量曲線(3) 浮心縱向坐標(biāo)xB曲線(4) 浮心垂向坐標(biāo)zB(或KB)曲線(5) 水線面面積Aw曲線(6) 漂心縱向坐標(biāo)xF曲線(7) 每厘米吃水噸數(shù)TPC曲線(8) 橫穩(wěn)心半徑BM曲線(9) 縱穩(wěn)心半徑BML曲線(10) 每厘米縱傾力矩MTC曲線(11) 水線面系數(shù)CwP曲線(12) 中橫剖面系數(shù)CM曲線(13) 方形系數(shù)CB曲線(14) 棱形系數(shù)CP曲線2、依據(jù)提供的船型圖紙資料，完成以下設(shè)計(jì)任務(wù)：采用變排水量計(jì)算法計(jì)算并繪制設(shè)計(jì)排水量時(shí)對(duì)應(yīng)的靜、動(dòng)穩(wěn)性曲線，計(jì)算后得出穩(wěn)性衡準(zhǔn)數(shù)K值。三、要

4、 求1靜水力性能采用excel 電子表格計(jì)算，靜水力曲線圖用AUTOCAD在計(jì)算機(jī)上完成。2采用電子表格進(jìn)行變排水量法計(jì)算，乞氏剖面及水線、橫截曲線、穩(wěn)性曲線均用AUTOCAD在計(jì)算機(jī)上完成。3設(shè)計(jì)結(jié)果要求輸出打印，按規(guī)定格式，以A4幅面整理成設(shè)計(jì)說明書。內(nèi)容包括船型和14條靜水力曲線數(shù)據(jù)的直接計(jì)算表格及所繪制靜水力曲線圖；橫截曲線、穩(wěn)性曲線的直接計(jì)算表格及所繪制曲線；設(shè)計(jì)后的總結(jié)與感想等。文本書寫工整劃一，言語規(guī)范，繪圖標(biāo)準(zhǔn)。4所有設(shè)計(jì)相關(guān)計(jì)算表格及數(shù)據(jù)、曲線匯總于課程設(shè)計(jì)電子稿版本中與設(shè)計(jì)說明書一并提交。四、時(shí) 間17周（2014-6-7到2016-6-14）五、型船資料設(shè)計(jì)船型線圖、總布

5、置圖等六、其 他如發(fā)現(xiàn)設(shè)計(jì)數(shù)據(jù)、圖紙存在雷同，設(shè)計(jì)作廢并重新就其他船舶完成相關(guān)設(shè)計(jì)，課程設(shè)計(jì)成績計(jì)算基準(zhǔn)減半。以下為成果說明書基本格式，正文字體：宋體，字號(hào)：小四，行間距：18磅。內(nèi)容見推薦目錄。摘要 從auto CAD中的型線圖測(cè)量出所需要的相應(yīng)數(shù)值，運(yùn)用梯形法在excel中計(jì)算出了船舶的浮性與穩(wěn)性要素，并在auto CAD畫出14條浮性與穩(wěn)性曲線。關(guān)鍵詞： 靜水力曲線，梯形法，excel，auto CAD目錄：一、封面1二、浙江海洋學(xué)院課程設(shè)計(jì)成績?cè)u(píng)定表2三、任務(wù)書3四、摘要5五、目錄6六、正文 （一）靜水力計(jì)算1、船型、主尺度及計(jì)算方法72、計(jì)算列表匯總73、曲線繪制8 （二）設(shè)計(jì)總結(jié)分

6、析12 （三）參考文獻(xiàn)13 船舶總尺度 船長LOA=230.538m 垂線間長LPP=213.213m 型寬B=36.498m 吃水d=5.9m 型深D=7.4m 滿載排水量7089.92t計(jì)算系數(shù) L=10.65065m 2/3L=7.1004m d=5.9m 2(L)3=2416.3416m3有關(guān)計(jì)算公式序號(hào)名稱公式單位表號(hào)1水線面面積AW=2Lm2表2漂心縱向坐標(biāo)XF=LV/m表3排水體積=d/2(V)m3表4排水量t表5每厘米吃水噸數(shù)TPC=AW/100t/cm表6浮心縱向坐標(biāo)XB=d()/(2)m表7浮心垂向坐標(biāo)ZB=KB=di-d()/（2）m表8水線面面積橫向慣性矩IT=2/3L

7、m4表9水線面面積縱向慣性矩IL=2(L)3-AWxF2m4表10橫穩(wěn)心半徑BM=IT/m表11縱穩(wěn)心半徑BML=IL/m表12每厘米縱傾力矩MTC=BML/(100L)t·m表13水線面面積系數(shù)CWP=AW/(LB)表14船中橫剖面面積系數(shù)CM=AM/(Bd)表15方形系數(shù)CB=/(LBd)表16菱形系數(shù)CP=CB/CM表船舶靜水力計(jì)算表（梯形法）水線號(hào)0d=5.9mL=10.65065m2/3L=7.1004m2(L)3=2416.3416m3橫剖面站號(hào)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 -101

8、000.000 0.000 0.000 10.471 -981-4.241 38.170 0.105 21.261 -864-10.090 80.721 2.006 33.162 -749-22.137 154.957 31.626 47.623 -636-45.738 274.428 442.974 512.878 -525-64.391 321.956 2135.849 615.375 -416-61.501 246.006 3634.761 715.569 -39-46.708 140.125 3774.119 815.569 -24-31.139 62.278 3774.119 915

9、.569 -11-15.569 15.569 3774.119 1015.569 000.000 0.000 3774.119 1115.569 1115.569 15.569 3774.119 1215.569 2431.139 62.278 3774.119 1315.569 3946.708 140.125 3774.119 1415.569 41662.278 249.110 3774.119 1517.556 52587.780 438.900 5410.990 1614.449 63686.694 520.166 3016.601 1711.130 74977.907 545.34

10、9 1378.594 186.239 86449.914 399.316 242.890 191.271 98111.435 102.911 2.051 200.000 101000.000 0.000 0.000 總和215.971 0.000 770.000 167.909 3807.933 46491.401 修正值0.000 0.000 0.000 0.000 修正后215.971 167.909 3807.933 46491.401 計(jì)算公式Aw=2L() 計(jì)算結(jié)果4600.466 0.591 8.280 8885831.333 330109.095 船舶靜水力計(jì)算表（梯形法）水線號(hào)

11、500d=5.9mL=10.65065m2/3L=7.1004m2(L)3=2416.3416m3橫剖面站號(hào)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 -1010000011.08 -981-9.7297287.567481.263 23.37 -864-26.9808215.846438.361 37.33 -749-51.27507358.92549393.029 412.25 -636-73.5273441.16381840.315 515.75 -525-78.7479393.73953906.672 617.

12、15 -416-68.61624274.464965047.784 717.15 -39-51.46218154.386545047.784 817.15 -24-34.3081268.616245047.784 917.15 -11-17.1540617.154065047.784 1017.15 00005047.784 1117.15 1117.1540617.154065047.784 1217.15 2434.3081268.616245047.784 1317.15 3951.46218154.386545047.784 1417.15 41668.61624274.4649650

13、47.784 1517.15 52585.7703428.85155047.784 1616.22 63697.31106583.866364266.118 1713.43 74994.04472658.313042424.985 189.07 86472.58944580.71552747.051 194.34 98139.02283351.2054781.513 200.43 101004.319743.1970.081 總和254.818 0.000 770.000 152.797 5172.635 64177.230 修正值0.216 2.160 21.599 0.040 修正后254

14、.602 150.637 5151.037 64177.190 計(jì)算公式Aw=2L() 計(jì)算結(jié)果5423.363 0.697 6.302 12231306.059 455685.860 船舶靜水力計(jì)算表（梯形法）水線號(hào)1000d=5.9mL=10.65065m2/3L=7.1004m2(L)3=2416.3416m3橫剖面站號(hào)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 -101000.000 0.000 011.559 -981-14.033 126.299 3.791 24.694 -864-37.551 300.4

15、11 103.421 39.425 -749-65.974 461.815 837.175 414.280 -636-85.683 514.095 2912.212 517.106 -525-85.528 427.639 5005.081 618.041 -416-72.164 288.658 5872.040 718.041 -39-54.123 162.370 5872.040 818.041 -24-36.082 72.164 5872.040 918.041 -11-18.041 18.041 5872.040 1018.041 000.000 0.000 5872.040 1118.

16、041 1118.041 18.041 5872.040 1218.041 2436.082 72.164 5872.040 1318.041 3954.123 162.370 5872.040 1418.034 41672.137 288.547 5865.276 1518.034 52590.171 450.854 5865.276 1617.334 636104.005 624.033 5208.521 1714.618 749102.324 716.266 3123.456 1810.363 86482.901 663.210 1112.791 195.412 98148.711 43

17、8.399 158.545 201.220 1010012.197 121.968 1.814 總和276.408 0.000 770.000 151.513 5927.345 77173.684 修正值0.610 6.098 60.984 0.907 修正后275.798 145.415 5866.361 77172.777 計(jì)算公式Aw=2L() 計(jì)算結(jié)果5874.852 0.755 5.616 13989870.525 547960.156 船舶靜水力計(jì)算表（梯形法）水線號(hào)2000d=5.9mL=10.65065m2/3L=7.1004m2(L)3=2416.3416m3慣矩函數(shù)（）&#

18、215;（）水線半寬立方（m3)00.000 -1010000.000 0.000 12.377 -981-21.393 192.536 13.430 26.875 -864-54.996 439.972 324.889 311.938 -749-83.567 584.966 1701.388 416.050 -636-96.299 577.796 4134.427 517.859 -525-89.293 446.465 5695.646 618.249 -416-72.996 291.984 6077.391 718.249 -39-54.747 164.241 6077.391 818.2

19、49 -24-36.498 72.996 6077.391 918.249 -11-18.249 18.249 6077.391 1018.249 000.000 0.000 6077.391 1118.249 1118.249 18.249 6077.391 1218.249 2436.498 72.996 6077.391 1318.249 3954.747 164.241 6077.391 1418.249 41672.996 291.984 6077.391 1518.249 52591.245 456.225 6077.391 1617.882 636107.290 643.742

20、5717.776 1715.754 749110.279 771.956 3910.111 1811.756 86494.045 752.358 1624.551 196.699 98160.291 542.619 300.628 202.100 1010020.998 209.979 9.258 總和291.778 0.000 770.000 138.600 6713.553 84206.019 修正值1.050 10.499 104.990 4.629 修正后290.729 128.101 6608.564 84201.390 計(jì)算公式Aw=2L() 計(jì)算結(jié)果6192.895 0.796

21、4.693 15832159.089 597866.359 船舶靜水力計(jì)算表（梯形法）水線號(hào)3000d=5.9mL=10.65065m2/3L=7.1004m2(L)3=2416.3416m3橫剖面站號(hào)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 -1010000013.354 -981-30.18708271.6837237.734 28.836 -864-70.686565.488689.811 313.731 -749-96.11448672.801362588.644 416.983 -636-101.89872

22、611.392324898.380 518.097 -525-90.4827452.41355926.341 618.249 -416-72.996291.9846077.391 718.249 -39-54.747164.2416077.391 818.249 -24-36.49872.9966077.391 918.249 -11-18.24918.2496077.391 1018.249 00006077.391 1118.249 1118.24918.2496077.391 1218.249 2436.49872.9966077.391 1318.249 3954.747164.241

23、6077.391 1418.249 41672.996291.9846077.391 1518.249 52591.245456.2256077.391 1618.057 636108.34362650.061725887.844 1716.387 749114.70998802.969864400.576 1812.659 864101.2704810.16322028.512 197.457 98167.11012603.99108414.607 202.747 1010027.4659274.65920.720 總和300.797 0.000 770.000 120.776 7266.7

24、89 87667.083 修正值1.373 13.733 137.330 10.360 修正后299.423 107.043 7129.459 87656.723 計(jì)算公式Aw=2L() 計(jì)算結(jié)果6378.107 0.820 3.808 17134741.497 622400.720 船舶靜水力計(jì)算表（梯形法）水線號(hào)4000d=5.9mL=10.65065m2/3L=7.1004m2(L)3=2416.3416m3橫剖面站號(hào)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 -101000.000 0015.105 -981-

25、45.946 413.513 133.049 210.788 -864-86.302 690.413 1255.413 315.080 -749-105.558 738.904 3429.070 417.346 -636-104.075 624.448 5218.939 518.187 -525-90.933 454.666 6015.292 618.249 -416-72.996 291.984 6077.391 718.249 -39-54.747 164.241 6077.391 818.249 -24-36.498 72.996 6077.391 918.249 -11-18.249

26、18.249 6077.391 1018.249 000.000 0.000 6077.391 1118.249 1118.249 18.249 6077.391 1218.249 2436.498 72.996 6077.391 1318.249 3954.747 164.241 6077.391 1418.249 41672.996 291.984 6077.391 1518.249 52591.245 456.225 6077.391 1618.168 636109.009 654.053 5996.973 1716.805 749117.637 823.457 4746.079 181

27、3.403 864107.221 857.768 2407.516 198.020 98172.183 649.646 515.911 202.883 1010028.829 288.288 23.960 總和308.274 0.000 770.000 93.310 7746.322 90516.117 修正值1.441 14.414 144.144 11.980 修正后306.833 78.896 7602.178 90504.137 計(jì)算公式Aw=2L() 計(jì)算結(jié)果6535.935 0.840 2.739 18320439.388 642618.593 船舶靜水力計(jì)算表（梯形法）水線號(hào)50

28、00d=5.9mL=10.65065m2/3L=7.1004m2(L)3=2416.3416m3橫剖面站號(hào)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)03.301 -10100-33.010 330.099 35.969 17.884 -981-70.956 638.606 490.055 212.760 -864-102.084 816.668 2077.768 316.195 -749-113.368 793.575 4247.915 417.891 -636-107.346 644.074 5726.644 518.231 -

29、525-91.153 455.763 6058.947 618.249 -416-72.996 291.984 6077.391 718.249 -39-54.747 164.241 6077.391 818.249 -24-36.498 72.996 6077.391 918.249 -11-18.249 18.249 6077.391 1018.249 000.000 0.000 6077.391 1118.249 1118.249 18.249 6077.391 1218.249 2436.498 72.996 6077.391 1318.249 3954.747 164.241 607

30、7.391 1418.249 41672.996 291.984 6077.391 1518.249 52591.245 456.225 6077.391 1618.226 636109.355 656.132 6054.342 1717.168 749120.175 841.228 5060.029 1814.073 864112.580 900.641 2786.863 198.448 98176.029 684.261 602.852 203.280 1010032.802 328.020 35.294 總和319.947 0.000 770.000 24.271 8640.234 93

31、950.594 修正值3.291 -0.104 329.060 35.632 修正后316.656 24.375 8311.174 93914.962 計(jì)算公式Aw=2L() 計(jì)算結(jié)果6745.183 0.867 0.820 20078102.858 666836.930 船舶靜水力計(jì)算表（梯形法）水線號(hào)6000d=5.9mL=10.65065m2/3L=7.1004m2(L)3=2416.3416m3橫剖面站號(hào)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)07.427 -10100-74.267 742.665 409.618 11

32、0.772 -981-96.944 872.494 1249.776 214.523 -864-116.184 929.470 3063.136 316.962 -749-118.736 831.154 4880.412 418.129 -636-108.773 652.640 5958.170 518.249 -525-91.245 456.225 6077.391 618.249 -416-72.996 291.984 6077.391 718.249 -39-54.747 164.241 6077.391 818.249 -24-36.498 72.996 6077.391 918.24

33、9 -11-18.249 18.249 6077.391 1018.249 000.000 0.000 6077.391 1118.249 1118.249 18.249 6077.391 1218.249 2436.498 72.996 6077.391 1318.249 3954.747 164.241 6077.391 1418.249 41672.996 291.984 6077.391 1518.249 52591.245 456.225 6077.391 1618.249 636109.494 656.964 6077.391 1717.535 749122.746 859.225

34、 5391.789 1814.793 864118.346 946.767 3237.352 199.030 98181.268 731.413 736.263 203.793 1010037.930 379.302 54.570 總和331.952 0.000 770.000 -45.119 9609.485 97909.785 修正值5.610 -18.168 560.984 232.094 修正后326.342 -26.951 9048.501 97677.691 計(jì)算公式Aw=2L() 計(jì)算結(jié)果6951.504 0.893 -0.880 21858891.519 693553.935

35、船舶靜水力計(jì)算表（梯形法）水線號(hào)7000d=5.9mL=10.65065m2/3L=7.1004m2(L)3=2416.3416m3橫剖面站號(hào)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)010.469 -10100-104.689 1046.892 1147.376 113.403 -981-120.624 1085.612 2407.516 215.971 -864-127.771 1022.166 4074.029 317.644 -749-123.506 864.545 5492.561 418.219 -636-109.31

36、4 655.883 6047.439 518.249 -525-91.245 456.225 6077.391 618.249 -416-72.996 291.984 6077.391 718.249 -39-54.747 164.241 6077.391 818.249 -24-36.498 72.996 6077.391 918.249 -11-18.249 18.249 6077.391 1018.249 000.000 0.000 6077.391 1118.249 1118.249 18.249 6077.391 1218.249 2436.498 72.996 6077.391 1

37、318.249 3954.747 164.241 6077.391 1418.249 41672.996 291.984 6077.391 1518.249 52591.245 456.225 6077.391 1618.249 636109.494 656.964 6077.391 1717.921 749125.447 878.128 5755.529 1815.581 864124.648 997.181 3782.525 199.873 98188.856 799.708 962.364 204.239 1010042.389 423.885 76.163 總和342.307 0.00

38、0 770.000 -95.070 10438.354 102674.199 修正值7.354 -31.150 735.389 611.769 修正后334.953 -63.920 9702.966 102062.430 計(jì)算公式Aw=2L() 計(jì)算結(jié)果7134.944 0.917 -2.032 23416205.041 724687.477 表 ,，CB,TPC計(jì)算表d=0.5或1md/2=0.25或0.5mw=1.025t/cm水線號(hào)Ti (m)Awi (m2)成對(duì)和自上至 下之和 i=w×() (t)LBTi TPC004600.466047.155 10.55423.3631

39、0023.82910023.8292505.957 2568.606 3890.924 0.644 55.589 215874.85211298.21521322.0445330.511 5463.774 7781.848 0.685 60.217 326192.89512067.74733389.79115694.896 16087.268 15563.696 1.008 63.477 436378.10712571.00245960.79321980.397 22529.906 23345.544 0.942 65.376 546535.93512914.04258874.83528437

40、.418 29148.353 31127.392 0.914 66.993 656745.18313281.11872155.95335077.977 35954.926 38909.240 0.902 69.138 766951.50413696.68785852.6441926.320 42974.478 46691.088 0.898 71.253 877134.94414086.44899939.08848969.544 50193.783 54472.937 0.899 73.133 表III Xb計(jì)算表表 xB計(jì)算表d=0.5或1md/2=0.25或0.5m水線號(hào)Awi(m2)xF

41、i(m)()×()成對(duì)和自上至下之和i(m3)04600.4668.280 38091.858 15423.3636.302 34178.034 72269.892 72269.892 2505.957 7.210 25874.8525.616 32993.169 67171.202 139441.095 5330.511 6.540 36192.8954.693 29063.256 62056.425 201497.520 15694.896 3.210 46378.1073.808 24287.831 53351.088 254848.607 21980.397 2.899 56535.9352.739 17901.926 42189.757 297038.365 28437.418 2.611 66745.1830.820 5531.050 23432.976 320471.341 35077.977 2.284 76951.504-0.880 -6117.324 -586.273 319885.067 41926.320 3.815 87134.944-2.032 -14498.206 -20615.530 299269.538 48969.544 3.056 表 ZBi計(jì)算表d=0.5或1md/2=0.25