浮体静力学课程设计

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1、浮体静力学课程设计实验报告一邦容曲线计算及绘制1.要求计算以下各站处的横剖面面积及面积矩曲线，并绘出邦戎曲线图。0站，1站，2站，3站，4站，5站，6站，7站，8站，9站，10站注：假设甲板为平甲板已知船型：油船主尺度：船长89.00m,型宽14.60m,型深7.00m,设计吃水5.50m型值表见附录1（提供电子版资料）2.计算（采用梯形法计算）横剖面面积式中：横剖面面积As对基线Oy轴的静矩式中3.列表.画图横剖面面积As水线0.0000.2500.5000.75012345670站0.0000.0000.0000.0000.0

2、000.0000.0000.0001.3465.96113.4531站0.0000.3520.8121.3702.0165.41410.14216.40824.72535.25547.4122站0.0001.1292.6494.4136.36915.57226.54538.80552.00065.84980.1333站0.0002.2114.8557.75010.81624.01638.12552.58867.16881.76896.3684站0.0003.0726.3989.87413.43627.92342.52357.123

3、71.72386.323100.9235站0.0003.1916.59310.12513.72728.28342.88357.48372.08386.683101.2836站0.0003.1916.59310.12513.72728.28342.88357.48372.08386.683101.2837站0.0002.9966.2969.74813.28427.70942.30156.90171.50186.101100.7018站0.0002.0224.5127.22410.08022.28435.29948.74962.502

4、76.53590.8299站0.0000.6911.6832.8484.13710.02916.72123.88131.53339.94749.41110站0.0000.0290.1120.2440.4241.5433.2025.2276.7947.4148.194横剖面面积As对基线Oy轴的静矩Moy水线0.000.250.500.7512345670站0.0000.0000.0000.0000.0000.0000.0000.00013.46052.688111.8101站0.0000.0260.0890.2030.37514.

5、07430.33458.782106.392175.620265.0522站0.0000.0860.2940.6441.15538.94674.082125.314193.224277.920379.0843站0.0000.1560.5051.0671.85157.319100.417158.657231.657319.257421.4574站0.0000.2020.6301.2912.19064.238108.038166.438239.438327.038429.2385站0.0000.2070.6431.3142.22164

6、.734108.534166.934239.934327.534429.7346站0.0000.2070.6431.3142.22164.734108.534166.934239.934327.534429.7347站0.0000.2000.6251.2822.17463.948107.748166.148239.148326.748428.9488站0.0000.1470.4761.0001.72953.15093.008147.464216.924301.968402.8669站0.0000.0560.1930.4240.76

7、024.98945.88775.303115.053168.321238.67110站0.0000.0040.0170.0470.0974.41210.07618.72423.58425.19234.236二静水力曲线计算与绘制1.要求　计算各吃水处的以下各要素，并绘出静水力曲线图。　(1)线面面积Aw⑵漂心纵向坐标Xf　⑶每厘米吃水吨数TPC　⑷水线面系数　⑸排水体积V　⑹排水量W(附体系数取1.006)　⑺浮心纵向坐标　⑻浮心垂向坐标　⑼横稳心垂向坐标　⑽纵稳心垂向坐标　⑾每厘米纵倾力矩曲线　⑿方形系数　计算以下各吃水：1m,

8、2m,3m,4m,5m,6m2.计算(1)水线面面积计算原理其中（2）漂心纵向坐标（3）每厘米吃水吨数（ω=1.025tf/m)（4）水线面系数（5）排水体积（6）排水量ω=1.025tf/mK=1.006(7)浮心纵向坐标（8）浮心垂向坐标（9）