静水力计算书

第二部分5500t散货船静液压计算书I .静态液压曲线计算所需的数据1.关键参数：全长：102 m设计水线长度：98.7 m垂直线长度：94.58m宽度：16.09m深度：7.26 m设计草稿：5.8 m2.类型值表格中的半宽值(单位为公尺)车站号码500号线1000号线2000号线3000号线4000号线5000号线设计水路6000号线0000001.8153.8283.16810.781.111.2151.4252.4133.724.7564.15621.8052.1452.4183.2553.9164.8485.7195.17333.1363.6274.354.9725.3555.9776.556.04544.866.3455.9136.3736.7217.0177.3086.74756.0726.797.328.8967.4887.6537.7197.46566.9827.3957.687.8187.9247.9398.077.77477.0747.6237.927.968.078.078.078.0787.3257.8038.078.078.078.078.078.0797.6357.8158.078.078.078.078.078.07107.6357.8158.078.078.078.078.078.07117.6547.958.078.078.078.078.078.07127.6547.958.078.078.078.078.078.07137.6547.958.078.078.078.078.078.07147.6547.958.078.078.078.078.078.07157.6547.958.078.078.078.078.078.07167.2157.628.048.0438.0478.0558.0628.07176.486.2257.3517.4297.5037.6357.7557.744184.85.556.186.576.756.9157.087.173193.2253.9454.4254.5754.9254.894.9955.854200.271.111.892.1451.770.8550.120.063.类型值表格中的半宽值是以梯形法计算的每个站的吃水面积(以平方米为单位)站号/首都线底线500号线1000号线2000号线3000号线4000号线5000号线设计水路6000号线000000005.64311.614100.391.3353.666.310.13816.2724.74634.675200.90252.87757.440513.113520.284529.048539.615551.3795301.5684.949512.926522.248532.575543.907556.434569.7315402.438.032520.290532.576545.661559.399573.724588.4975503.0369.46723.57939.79356.17771.31886.69102.183603.46410.625525.700541.198556.940572.803588.8125104.9525703.53710.885526.428542.308558.338574.478590.6185106.7585803.662511.226527.099543.249559.379575.519591.6595107.7995903.817511.542527.427543.567559.707575.847591.9875108.12751003.817511.542527.427543.567559.707575.847591.9875108.12751103.82711.62927.64943.78959.92976.06992.209108.3491203.82711.62927.64943.78959.92976.06992.209108.3491303.82711.62927.64943.78959.92976.06992.209108.3491403.82711.62927.64943.78959.92976.06992.209108.3491503.82711.62927.64943.78959.92976.06992.209108.3491603.607511.02526.68542.76858.85874.9691.077107.2091703.249.592523.168537.948552.880568.018583.408599.21051802.47.57519.30532.05545.37559.0473.03587.2881901.61255.197513.567522.567532.067541.882551.767562.61652000.1350.8253.8257.86011.77514.415.37515.555二.计算浮动曲线1.水线面积Aw曲线计算公式：Aw面积=(半宽值梯形乘数的倒数)车站号码500补半宽(m)1000修补半宽(m)2000修补半宽(m)梯形乘数反向距离(m)000014.729510.781.111.21524.729521.8052.1452.41824.729533.1363.6274.3524.729544.866.3455.91324.729556.0726.797.3224.729566.9827.3957.6824.729577.0747.6237.9224.729587.3257.8038.0724.729597.6357.8158.0724.7295107.6357.8158.0724.7295117.6547.958.0724.7295127.6547.958.0724.7295137.6547.958.0724.7295147.6547.958.0724.7295157.6547.958.0724.7295167.2157.628.0424.7295176.486.2257.35124.7295184.85.556.1824.7295193.2253.9454.42524.72952001.021.0214.7295车站号码3000修补半宽(m)4000修补半宽(m)5000号线半宽(m)梯形乘数反向距离(m)0001.81514.729511.4252.4133.7224.729523.2553.9164.84824.729534.9725.3555.97724.729546.3736.7217.01724.729558.8967.4887.65324.729567.8187.9247.93924.729577.968.078.0724.729588.078.078.0724.729598.078.078.0724.7295108.078.078.0724.7295118.078.078.0724.7295128.078.078.0724.7295138.078.078.0724.7295148.078.078.0724.7295158.078.078.0724.7295168.0438.0478.05524.7295177.4297.5037.63524.7295186.576.756.91524.7295194.5754.9254.8924.7295202.1451.770.85514.7295车站号码设计线半宽(m)6000修补半宽(m)梯形乘数反向距离(m)03.8283.16814.729514.7564.15624.729525.7195.17324.729536.556.04524.729547.3086.74724.729557.7197.46524.729568.077.77424.729578.078.0724.729588.078.0724.729598.078.0724.7295108.078.0724.7295118.078.0724.7295128.078.0724.7295138.078.0724.7295148.078.0724.7295158.078.0724.7295168.0628.0724.7295177.7557.74424.7295187.087.17324.7295194.9955.85424.7295200.120.0614.7295在上述计算表格和公式中，每个补面的面积为：(m2)流水线(mm)面积m2005001072.81110001154.94520001213.62230001257.42740001272.6450001311.011设计水路1348.88160001328.3292.漂移纵坐标Xf曲线计算公式：漂移坐标=-(半宽值梯形乘数反距离臂)/(半宽值梯形乘数反距离)车站号码500补半宽(m)1000修补半宽(m)梯形乘数(m)反向距离(m)癌症(m)00014.7295010.781.1124.72954.729521.8052.14524.72959.45933.1363.62724.729514.188544.866.34524.729518.91856.0726.7924.729523.647566.9827.39524.72