【6000DWT散货船干舷计算和吨位计算过程案例2600字】

-PAGE2-6000DWT散货船干舷计算和吨位计算过程案例综述目录TOC\o"1-3"\h\u40461.1计算说明 1126961.2主要尺度 1116311.3最小干舷计算 2101692、吨位计算 5315172.1主要尺度 5222992.2各站位邦戎曲线面积 5107112.3总吨位计算 164962.3.1甲板以下所有围壁处所的型体积 16152142.3.2上甲板以上所有围蔽处所的体积V2 17290642.4净吨位计算 171干舷计算1.1计算说明本船为全焊接结构的钢质货船，设单层连续甲板、尾部设有尾楼和4层甲板室，首部有首楼，采用单机、单桨流线型双支承平衡舵。设有艉楼，艉部主甲板上设三层甲板室。主要航行于远洋航区。本船干舷计算按照《船舶设计原理》第三章第四节处进行计算。1.2主要尺度表1-1主要尺度总长LOA107.66m垂线间长LPP100.00m0.85D处的水线间长LWL0.85D103.56m0.85D处的两柱间长LPP0.85D100.32m计算船长L100.4m型宽B16.2m计算型深D17.8m吃水d6m排水量△7819.9t0.85D处d16.63md1(0.85D)处的型排水体积▽8589.84t0.801.3最小干舷计算表1-2舷弧计算位置实际舷弧高（1）标准舷弧高（2）差数（3）=（1）-（2）乘数（4）乘积（5）=（3）X（4）公式值船后半部尾垂线0.2225（L/3+10)1.08-0.861.00-0.86离尾垂线1/6L0.3011.1(L/3+10)0.48-0.183.00-0.54离尾垂线1/3L0.102.8(L/3+10)0.12-0.023.00-0.06船中0.000.000.000.001.000.00-0.18船前半部船中0.000.000.000.001.000.00离首垂线1/3L0.105.6(L/3+10)0.24-0.143.00-0.43离首垂线1/6L0.1022.2(L/3+10)0.96-0.863.00-2.59首垂线0.2250(L/3+10)2.17-1.951.00-1.95-0.55故舷弧对干舷的修正=-0.22mm表1-2夏季干舷F计算项目公式计算值备注基本干舷f0计算查《船舶设计原理》表2.2.41279B型船舶干舷修正值＝7.5(100-L)(0.35-E/L)0.0015方形系数对干舷的修正-0.0001型深对干舷的修正值，当时，R=L/0.48235.65上层建筑和凸形甲板对干舷的修正，L=89.04时，，K值查《船舶设计原理》表2.2.5-72.5夏季干舷F计算1441.92表1-3季节区最小干舷计算项目《法规》条款及内容计算值实际值备注本船实际夏季干舷Fs=D1-d1.8>F本船实际淡水干舷FFTPCcm4.00910Δ/40Tcm535FF=FS－10Δ/40Tcm1.265本船实际热带淡水干舷FTFT=FS－d/481.675本船热带海水干舷FTF10Δ/40Tcm535FTF=FF－10Δ/40Tcm0.73最小船首高度hs=54L(1－L/500)×1.36/（Cb+0.68）3.768本船实际船首高度5.47>hs

2、吨位计算2.1主要尺度表6—1主要尺度表总长LOA107.66m垂线间长LPP100.00m型深D7.8m吃水d6m2.2各站位邦戎曲线面积表2-20号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)01000WL2000WL3000WL4000WL0.890.890.1045000WL2.5985.0271.7176000WL4.13711.7624.821h4.422Ym4.137Yd6.923Ad30.702Am+Ad35.523At1.189As36.712

表2-31号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)00.2780.27801000WL0.6610.9390.472000WL1.011.6711.2883000WL1.6242.6342.5924000WL2.6584.2824.7535000WL4.0796.7378.1336000WL5.4049.48312.8632h4.321Ym5.404Yd7.563Ad28.843Am+Ad41.7062At1.869As43.5752表2-42号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)00.50.501000WL1.9312.4311.2832000WL2.9314.8623.6473000WL3.8696.87.0474000WL4.7848.65311.3735000WL5.66510.44916.5986000WL6.45512.1222.658h4.22Ym6.455Yd7.996Ad31.167Am+Ad53.825At2.571As56.396表2-53号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)00.50.501000WL3.4693.9692.3142000WL4.6448.1136.2463000WL5.51810.16211.5694000WL6.24511.76317.3345000WL6.913.14523.9066000WL7.37314.27331.043h4.2Ym7.373Yd8.1Ad32.925Am+Ad63.968At2.707As66.675表2-64号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)02.3262.32601000WL5.0137.3393.8782000WL5.94210.9559.3563000WL6.71112.65315.7914000WL7.30914.0222.6925000WL7.76315.07230.2286000WL8.02715.7938.123h4.2Ym8.027Yd8.1Ad33.992Am+Ad72.115At2.707As74.822表2-75号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)03.7983.79801000WL6.54510.3435.4252000WL7.30213.84711.5273000WL7.70815.0119.9824000WL8.00915.71727.7125000WL8.116.10935.9096000WL8.116.243.045h4.2Ym8.1Yd8.1Ad34.02Am+Ad77.065At2.707As79.772表2-86号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)05.95.901000WL7.76913.6696.9392000WL8.01315.78214.833000WL8.116.11322.7634000WL8.116.230.9875000WL8.116.239.0876000WL8.116.247.187h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.207At0.768As81.975表2-97号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)06.6546.65401000WL8.01614.677.2852000WL8.116.11615.3653000WL8.116.223.3454000WL8.116.231.8285000WL8.116.239.5936000WL8.116.247.714h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.734At0.768As82.502表2-108号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)07.1137.11301000WL8.09615.2097.4142000WL8.116.19615.5113000WL8.116.223.6094000WL8.116.231.7145000WL8.116.240.1506000WL8.116.247.904h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.924At0.768As82.692表2-119号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)07.1137.11301000WL8.09615.2097.4142000WL8.116.19615.5113000WL8.116.223.6094000WL8.116.231.7145000WL8.116.240.1506000WL8.116.247.904h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.924At0.768As82.692表2-1210号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)07.1137.11301000WL8.09615.2097.4142000WL8.116.19615.5113000WL8.116.223.6094000WL8.116.231.7145000WL8.116.240.1506000WL8.116.247.904h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.924At0.768As82.692表2-1311号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)07.1137.11301000WL8.09615.2097.4142000WL8.116.19615.5113000WL8.116.223.6094000WL8.116.231.7145000WL8.116.240.1506000WL8.116.247.904h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.924At1.266As83.19表2-1412号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)07.1137.11301000WL8.09615.2097.4142000WL8.116.19615.5113000WL8.116.223.6094000WL8.116.231.7145000WL8.116.240.1506000WL8.116.247.904h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.924At1.266As83.19表2-1513号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)07.1137.11301000WL8.09615.2097.4142000WL8.116.19615.5113000WL8.116.223.6094000WL8.116.231.7145000WL8.116.240.1506000WL8.116.247.904h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.924At1.266As83.19表2-1614号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)07.1137.11301000WL8.09615.2097.4142000WL8.116.19615.5113000WL8.116.223.6094000WL8.116.231.7145000WL8.116.240.1506000WL8.116.247.904h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.924At1.266As83.19表2-1715号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)06.3996.39901000WL8.02614.4257.4572000WL8.116.12615.1833000WL8.116.223.2344000WL8.116.231.3835000WL8.116.239.3356000WL8.116.247.317h4.2Ym8.1Yd8.1Ad34.02Am+Ad81.337At1.266As82.603表2-1816号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)05.7395.73901000WL7.73313.4727.122000WL8.03115.76415.1833000WL8.09316.12423.2834000WL8.116.19331.3835000WL8.116.239.4836000WL8.116.28.779h4.2Ym8.1Yd8.1Ad34.02Am+Ad42.799At1.266As44.065表2-1917号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)04.5354.53501000WL6.69511.235.2052000WL7.37814.07312.3743000WL7.72215.119.9224000WL7.90815.6327.745000WL8.0115.91835.6976000WL8.07416.08443.738h4.2Ym8.074Yd8.1Ad33.965Am+Ad77.703At1.266As78.969表2-2018号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)03.3113.31101000WL5.2178.5284.2162000WL5.83611.0539.793000WL6.26712.10315.734000WL6.63212.89922.2865000WL6.96913.60129.136000WL7.29314.26236.173h4.21Ym4.251Yd3.388Ad3.766Am+Ad39.939At0.768As40.707表2-2119号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)01.7261.72601000WL3.3245.052.4822000WL3.8697.1936.1083000WL4.1388.00710.1074000WL4.3058.44314.3055000WL4.6118.91618.7636000WL5.0459.65623.615h4.306Ym4.251Yd3.388Ad3.766Am+Ad27.381At0.768As28.149表2-2220号站位水线号横剖面半宽成对和后自上之下和横剖面面积(m2)00001000WL1.821.820.412000WL1.4843.3041.6433000WL1.6853.1693.2334000WL1.6493.3344.9015000WL1.2362.8856.3446000WL0.1031.3397.009h2.015Ym7.971Yd3.388Ad12.094Am+Ad19.103At0.186As19.2892.3总吨位计算2.3.1甲板以下所有围壁处所的型体积表2-21除船首、尾垂线以外部分的容积邦戎曲线0站面积Af＝36.712艉垂线后部分最大水平长度lf＝3.665邦戎曲线20站面积Aa=19.289艏垂线前部分最大水平长度la＝3.995Va＝2（Aflf+Aala）/3141.07表2-22主体部分容积用