靜水力計算書

1、第二部分5500t散貨船靜水力計算書一 靜水力曲線的計算所需的數(shù)據(jù) 1.主要參數(shù)：總長：102 m 設(shè)計水線長：98.7 m 垂線間長：94.58m型寬：16.09m 型深：7.26 m 設(shè)計吃水：5.8 m2.型值表的半寬值（單位：米）站號500水線1000水線2000水線3000水線4000水線5000水線設(shè)計水線6000水線0000001.8153.8283.16810.781.111.2151.4252.4133.724.7564.15621.8052.1452.4183.2553.9164.8485.7195.17333.1363.6274.354.9725.3555.9776.55

2、6.04544.866.3455.9136.3736.7217.0177.3086.74756.0726.797.328.8967.4887.6537.7197.46566.9827.3957.687.8187.9247.9398.077.77477.0747.6237.927.968.078.078.078.0787.3257.8038.078.078.078.078.078.0797.6357.8158.078.078.078.078.078.07107.6357.8158.078.078.078.078.078.07117.6547.958.078.078.078.078.078.071

3、27.6547.958.078.078.078.078.078.07137.6547.958.078.078.078.078.078.07147.6547.958.078.078.078.078.078.07157.6547.958.078.078.078.078.078.07167.2157.628.048.0438.0478.0558.0628.07176.486.2257.3517.4297.5037.6357.7557.744184.85.556.186.576.756.9157.087.173193.2253.9454.4254.5754.9254.894.9955.854200.2

4、71.111.892.1451.770.8550.120.06 3.由型值表的半寬值用梯形法計算出的各條水線在各站的吃水面積（單位：平方米）站號/水線底線500水線1000水線2000水線3000水線4000水線5000水線設(shè)計水線6000水線000000005.64311.614100.391.3353.666.310.13816.2724.74634.675200.90252.87757.440513.113520.284529.048539.615551.3795301.5684.949512.926522.248532.575543.907556.434569.7315402.438.

5、032520.290532.576545.661559.399573.724588.4975503.0369.46723.57939.79356.17771.31886.69102.183603.46410.625525.700541.198556.940572.803588.8125104.9525703.53710.885526.428542.308558.338574.478590.6185106.7585803.662511.226527.099543.249559.379575.519591.6595107.7995903.817511.542527.427543.567559.70

6、7575.847591.9875108.12751003.817511.542527.427543.567559.707575.847591.9875108.12751103.82711.62927.64943.78959.92976.06992.209108.3491203.82711.62927.64943.78959.92976.06992.209108.3491303.82711.62927.64943.78959.92976.06992.209108.3491403.82711.62927.64943.78959.92976.06992.209108.3491503.82711.62

7、927.64943.78959.92976.06992.209108.3491603.607511.02526.68542.76858.85874.9691.077107.2091703.249.592523.168537.948552.880568.018583.408599.21051802.47.57519.30532.05545.37559.0473.03587.2881901.61255.197513.567522.567532.067541.882551.767562.61652000.1350.8253.8257.86011.77514.415.37515.555二. 浮性曲線的

8、計算1.水線面面積Aw曲線的計算公式：Aw面積=（半寬值×梯形乘數(shù)×站距）站號500水線半寬(m)1000水線半寬(m)2000水線半寬(m)梯形乘數(shù)站距(m)000014.729510.781.111.21524.729521.8052.1452.41824.729533.1363.6274.3524.729544.866.3455.91324.729556.0726.797.3224.729566.9827.3957.6824.729577.0747.6237.9224.729587.3257.8038.0724.729597.6357.8158.0724.729510

9、7.6357.8158.0724.7295117.6547.958.0724.7295127.6547.958.0724.7295137.6547.958.0724.7295147.6547.958.0724.7295157.6547.958.0724.7295167.2157.628.0424.7295176.486.2257.35124.7295184.85.556.1824.7295193.2253.9454.42524.72952001.021.0214.7295站號3000水線半寬(m)4000水線半寬(m)5000水線半寬(m)梯形乘數(shù)站距(m)0001.81514.729511.

10、4252.4133.7224.729523.2553.9164.84824.729534.9725.3555.97724.729546.3736.7217.01724.729558.8967.4887.65324.729567.8187.9247.93924.729577.968.078.0724.729588.078.078.0724.729598.078.078.0724.7295108.078.078.0724.7295118.078.078.0724.7295128.078.078.0724.7295138.078.078.0724.7295148.078.078.0724.72951

11、58.078.078.0724.7295168.0438.0478.05524.7295177.4297.5037.63524.7295186.576.756.91524.7295194.5754.9254.8924.7295202.1451.770.85514.7295站號設(shè)計水線半寬（m）6000水線半寬(m)梯形乘數(shù)站距(m)03.8283.16814.729514.7564.15624.729525.7195.17324.729536.556.04524.729547.3086.74724.729557.7197.46524.729568.077.77424.729578.078.07

12、24.729588.078.0724.729598.078.0724.7295108.078.0724.7295118.078.0724.7295128.078.0724.7295138.078.0724.7295148.078.0724.7295158.078.0724.7295168.0628.0724.7295177.7557.74424.7295187.087.17324.7295194.9955.85424.7295200.120.0614.7295由以上計算表格及公式得出各水線面的面積為：（m2）水線(mm)面積m2005001072.81110001154.94520001213

13、.62230001257.42740001272.6450001311.011設(shè)計水線1348.88160001328.3292.漂心縱坐標Xf曲線的計算公式：漂心坐標=（半寬值×梯形乘數(shù)×站距×力臂）/（半寬值×梯形乘數(shù)×站距）站號500水線半寬(m)1000水線半寬(m)梯形乘數(shù)(m)站距(m)力臂(m)00014.7295010.781.1124.72954.729521.8052.14524.72959.45933.1363.62724.729514.188544.866.34524.729518.91856.0726.7924.729

14、523.647566.9827.39524.729528.37777.0747.62324.729533.106587.3257.80324.729537.83697.6357.81524.729542.5655107.6357.81524.729547.295117.6547.9524.729552.0245127.6547.9524.729556.754137.6547.9524.729561.4835147.6547.9524.729566.213157.6547.9524.729570.9425167.2157.6224.729575.672176.486.22524.729580.4

15、015184.85.5524.729585.131193.2253.94524.729589.86052001.0214.729594.59站號2000水線半寬(m)3000水線半寬(m)梯形乘數(shù)站距(m)力臂(m)00014.7295011.2151.42524.72954.729522.4183.25524.72959.45934.354.97224.729514.188545.9136.37324.729518.91857.328.89624.729523.647567.687.81824.729528.37777.927.9624.729533.106588.078.0724.7295

16、37.83698.078.0724.729542.5655108.078.0724.729547.295118.078.0724.729552.0245128.078.0724.729556.754138.078.0724.729561.4835148.078.0724.729566.213158.078.0724.729570.9425168.048.04324.729575.672177.3517.42924.729580.4015186.186.5724.729585.131194.4254.57524.729589.8605201.022.14514.729594.59站號4000水線

17、半寬(m)5000水線半寬(m)梯形乘數(shù)站距(m)力臂(m)001.81514.7295012.4133.7224.72954.729523.9164.84824.72959.45935.3555.97724.729514.188546.7217.01724.729518.91857.4887.65324.729523.647567.9247.93924.729528.37778.078.0724.729533.106588.078.0724.729537.83698.078.0724.729542.5655108.078.0724.729547.295118.078.0724.729552.

18、0245128.078.0724.729556.754138.078.0724.729561.4835148.078.0724.729566.213158.078.0724.729570.9425168.0478.05524.729575.672177.5037.63524.729580.4015186.756.91524.729585.131194.9254.8924.729589.8605201.770.85514.729594.59站號設(shè)計水線半寬（m）6000水線半寬(m)梯形乘數(shù)站距(m)力臂(m)03.8283.16814.7295014.7564.15624.72954.7295

19、25.7195.17324.72959.45936.556.04524.729514.188547.3086.74724.729518.91857.7197.46524.729523.647568.077.77424.729528.37778.078.0724.729533.106588.078.0724.729537.83698.078.0724.729542.5655108.078.0724.729547.295118.078.0724.729552.0245128.078.0724.729556.754138.078.0724.729561.4835148.078.0724.729566

20、.213158.078.0724.729570.9425168.0628.0724.729575.672177.7557.74424.729580.4015187.087.17324.729585.131194.9955.85424.729589.8605200.120.0614.729594.59由以上計算表格及公式得出各水線面的漂心縱坐標為（m）：水線(mm)漂心（m）049.037150051.37024100050.91367200051.26895300050.4921400050.12325500048.74707設(shè)計水線47.59549600048.629523.型排水體積曲線的

21、計算計算方法：將已得的各水線面面積繪制成水線面面積曲線，曲線與坐標軸所圍的面積即為型排水體積。具體說明：如要計算某水線處的型排水體積，則將水線面面積曲線在該水線處以下的面積用梯形法計算，以此類推，求得各水線處的型排水體積。公式：型排水體積=（水線面積×梯形乘數(shù)×水線間距）水線(mm)型排水m300500536.405510001154.94520002427.24430003772.28140005090.5650006555.055設(shè)計水線7823.5160007969.9744.總排水體積曲線的計算 計算方法：將各水線處的型排水體積分別乘以k=1.01即可。 計算結(jié)果(

22、m3)：水線(mm)總排水體積m300500552.497710001189.59320002500.06130003885.44940005243.27750006751.707設(shè)計水線8058.21560008209.0735.總排水量曲線的計算計算方法：將各水線處的總排水體積分別乘以w=1.025即可。計算結(jié)果(t)：水線(mm)總排水量m300500566.310110001219.33320002562.56330003982.58640005374.35950006920.499設(shè)計水線8259.6760008414.36. 每厘米吃水噸數(shù)TPC曲線的計算計算方法：將各水線處的Aw

23、乘以w=1.025，再除以100即可。計算結(jié)果(t/cm)：水線(mm)Tpc(t/cm)0050026.35100031.076200042.52300043.67400045.39500047.58設(shè)計水線51.38600051.967.浮心垂向坐標Zb曲線的計算計算方法：浮心垂向坐標，即某一吃水情況下，該水線的水線面面積曲線與坐標軸所圍面積的型心。公式：浮心垂向坐標Zb=（水線面積×梯形乘數(shù)×水線間距×力臂）/（水線面積×梯形乘數(shù)×水線間距）a.50 0水線處浮心垂向坐標的計算，結(jié)果為0b. 1000水線處浮心垂向坐標的計算，結(jié)果為0.2

24、592m水線(mm)面積m2梯形乘數(shù)水線間距(m)力臂(m)5001072.8110.50.5010001154.9450.50.51c. 2000水線處浮心垂向坐標的計算，結(jié)果為1.3444m水線(mm)面積m2梯形乘數(shù)水線間距(m)力臂(m)000.51010001154.94511120001213.6220.512d. 3000水線處浮心垂向坐標的計算，結(jié)果為1.8244m水線(mm)面積m2梯形乘數(shù)水線間距(m)力臂(m)000.51010001154.94511120001213.62211230001257.4270.513e.4000水線處浮心垂向坐標的計算，結(jié)果為2.3226

25、m水線(mm)面積m2梯形乘數(shù)水線間距(m)力臂(m)000.51010001154.94511120001213.62211230001257.42711340001272.640.514f. 5000水線處浮心垂向坐標的計算，結(jié)果為2.8308m水線(mm)面積m2梯形乘數(shù)水線間距(m)力臂(m)000.51010001154.94511120001213.62211230001257.42711340001272.6411450001311.0110.515g.6000水線處浮心垂向坐標的計算，結(jié)果為3.3439m水線(mm)面積m2梯形乘數(shù)水線間距(m)力臂(m)000.5101000

26、1154.94511120001213.62211230001257.42711340001272.6411450001311.01111560001328.3290.516計算結(jié)果（m）：水線(mm)Zb(m)500010000.259220001.344430001.824440002.322650002.8308設(shè)計水線2.982360003.34398.浮心縱向坐標Xb曲線的計算計算方法：浮心縱向坐標，即某一吃水情況下，各站的吃水面積組成的橫剖面面積曲線與坐標軸所圍面積的型心。公式：浮心縱向坐標Xb=（吃水面積×梯形乘數(shù)×站距×力臂）/（吃水面積×

27、;梯形乘數(shù)×站距）站號500水線在各站的吃水面積m2梯形乘數(shù)站距(m)力臂(m)000.54.7295010.3914.72954.729520.902514.72959.45931.56814.729514.188542.4314.729518.91853.03614.729523.647563.46414.729528.37773.53714.729533.106583.662514.729537.83693.817514.729542.5655103.817514.729547.295113.82714.729552.0245123.82714.729556.754133.82

28、714.729561.4835143.82714.729566.213153.82714.729570.9425163.607514.729575.672173.2414.729580.4015182.414.729585.131191.612514.729589.8605200.1350.54.729594.59站號1000水線在各站的吃水面積m2梯形乘數(shù)站距(m)力臂(m)000.54.7295011.33514.72954.729522.877514.72959.45934.949514.729514.188548.032514.729518.91859.46714.729523.647

29、5610.625514.729528.377710.885514.729533.1065811.226514.729537.836911.542514.729542.56551011.542514.729547.2951111.62914.729552.02451211.62914.729556.7541311.62914.729561.48351411.62914.729566.2131511.62914.729570.94251611.02514.729575.672179.592514.729580.4015187.57514.729585.131195.197514.729589.86

30、05200.8250.54.729594.59站號2000水線在各站的吃水面積m2梯形乘數(shù)站距(m)力臂(m)000.54.7295013.6614.72954.729527.440514.72959.459312.926514.729514.1885420.290514.729518.918523.57914.729523.6475625.700514.729528.377726.428514.729533.1065827.099514.729537.836927.427514.729542.56551027.427514.729547.2951127.64914.729552.024512

31、27.64914.729556.7541327.64914.729561.48351427.64914.729566.2131527.64914.729570.94251626.68514.729575.6721723.168514.729580.40151819.30514.729585.1311913.567514.729589.8605203.8250.54.729594.59站號3000水線在各站的吃水面積m2梯形乘數(shù)站距(m)力臂(m)000.54.7295016.314.72954.7295213.113514.72959.459322.248514.729514.1885432.

32、576514.729518.918539.79314.729523.6475641.198514.729528.377742.308514.729533.1065843.249514.729537.836943.567514.729542.56551043.567514.729547.2951143.78914.729552.02451243.78914.729556.7541343.78914.729561.48351443.78914.729566.2131543.78914.729570.94251642.76814.729575.6721737.948514.729580.401518

33、32.05514.729585.1311922.567514.729589.8605207.8600.54.729594.59站號4000水線在各站的吃水面積m2梯形乘數(shù)站距(m)力臂(m)000.54.72950110.13814.72954.7295220.284514.72959.459332.575514.729514.1885445.661514.729518.918556.17714.729523.6475656.940514.729528.377758.338514.729533.1065859.379514.729537.836959.707514.729542.5655105

34、9.707514.729547.2951159.92914.729552.02451259.92914.729556.7541359.92914.729561.48351459.92914.729566.2131559.92914.729570.94251658.85814.729575.6721752.880514.729580.40151845.37514.729585.1311932.067514.729589.86052011.7750.54.729594.59站號5000水線在各站的吃水面積m2梯形乘數(shù)站距(m)力臂(m)000.54.72950116.2714.72954.7295

35、229.048514.72959.459343.907514.729514.1885459.399514.729518.918571.31814.729523.6475672.803514.729528.377774.478514.729533.1065875.519514.729537.836975.847514.729542.56551075.847514.729547.2951176.06914.729552.02451276.06914.729556.7541376.06914.729561.48351476.06914.729566.2131576.06914.729570.9425

36、1674.9614.729575.6721768.018514.729580.40151859.0414.729585.1311941.882514.729589.86052014.40.54.729594.59站號設(shè)計水線在各站的吃水面積m2梯形乘數(shù)站距(m)力臂(m)05.6430.54.72950124.74614.72954.7295239.615514.72959.459356.434514.729514.1885473.724514.729518.918586.6914.729523.6475688.812514.729528.377790.618514.729533.106589

37、1.659514.729537.836991.987514.729542.56551091.987514.729547.2951192.20914.729552.02451292.20914.729556.7541392.20914.729561.48351492.20914.729566.2131592.20914.729570.94251691.07714.729575.6721783.408514.729580.40151873.03514.729585.1311951.767514.729589.86052015.3750.54.729594.59站號6000水線在各站的吃水面積m2梯

38、形乘數(shù)站距(m)力臂(m)011.6140.54.72950134.67514.72954.7295251.379514.72959.459369.731514.729514.1885488.497514.729518.9185102.18314.729523.64756104.952514.729528.3777106.758514.729533.10658107.799514.729537.8369108.127514.729542.565510108.127514.729547.29511108.34914.729552.024512108.34914.729556.75413108.3

39、4914.729561.483514108.34914.729566.21315108.34914.729570.942516107.20914.729575.6721799.210514.729580.40151887.28814.729585.1311962.616514.729589.86052015.5550.54.729594.59計算結(jié)果（m）：水線(mm)Xb(m)0050051.38663100051.2229620005104733400050.84146500050.56465設(shè)計水線50.11746600049.745019.浮性曲線結(jié)果匯總水線

40、(mm)面積 m2漂心(m)Xb(m)Zb（m）Tpc(t/cm)0049.03710005001072.81151.3702451.38663026.3510001154.94550.9136751.222960.259231.07620001213.62251.2689551.151011.344442.5230001257.42750.492151.047331.824443.6740001272.6450.1232550.841462.322645.3950001311.01148.7470750.564652.830847.58設(shè)計水線1348.88147.5954950.11746

41、2.982351.3860001328.32948.6295249.745013.343951.96水線(mm)型排水 m3k總排水體 m3w總排水量(t)001.0101.0250500536.40551.01552.49771.025566.310110001154.9451.011189.5931.0251219.33320002427.2441.012500.0611.0252562.56330003772.2811.013885.4491.0253982.58640005090.565243.2775374.35950006555.0551.016751.7071.0256920.4

42、99設(shè)計水線7823.518058.2158259.6760007969.9741.018209.0731.0258414.3三.船型系數(shù)曲線的計算1.方形系數(shù)Cb曲線的計算公式：某水線處Cb=該水線處型排水體積/該水線處水線長度/該水線處最大寬度/該水線處吃水計算結(jié)果：水線(mm)Cb005000.779910000.808320000.836830000.866940000.877550000.8587設(shè)計水線0.883560000.872.水線面系數(shù)Cwp曲線的計算公式：某水線的Cwp=該水線面積/該水線處水線長度/該水線處最大寬度。計算結(jié)果：水線(mm)Cwp005000.73110000.78720000.82730000.85740000.86750