波浪力计算表格

水参数γ10.25H4.06d/L0.1839L81.90T*6.4567T8T*=8d15.06T*=9d115.06d/Ld每延米长L01d/L=0.139～0.2d1.8Hb18.26Bη1.4460m1.1251ηc/d0.3308ηc4.982428ηt/d-0.2483n1.1107ηt-3.7399hc/d0.2127hc3.20338poc/γdpbc/γdpdc/γdpot/γdpdt/γdAP0.02300.012-0.198AP0.0329-0.0162BP1.31430.5090.555BP-0.8175-0.7586q0.86260.7890.254q0.81411.2039pac/γd0.1362poc/γd0.4473pot/γd-0.2483pbc/γd0.1931pdc/γd0.1998pdt/γd-0.1727pac21.0315poc69.0454pot-38.33388.1.2.1波峰作用8.1.2.2波谷作用单位：m；KN；KN*m波浪参数判断条件建筑物参数8.1.2(判断特征值=1)dpbcd/2pdcpocacpchcpotdpdttpbc29.8129pdc30.8378pdt-26.6571作用高度H10.425作用高度H7.070186258.6882H2.99L60.40T6.4高水位d17.06H2.99L59.40低水位T6.4d15.64波浪参数建筑物参数波浪参数2年一遇-1481.366每延米浮托力矩Mut建筑物参数每延米浮托力矩Mut1713.698作用点距离Lut6.087Pt-439.534每延米总波浪力矩Mt-3107.565Put-243.379作用点距离LUC6.087每延米总波浪力每延米波浪浮托力每延米波浪浮托力PUC281.549763.535每延米总波浪力矩Mc7959.866每延米总波浪力PcH5.8L85.00T8高水位d17.06H2.99L82.90低水位T8d15.64H7L95.50T8.7高水位d17.06H7L92.80低水位T8.7d15.6425年一遇波浪参数建筑物参数波浪参数建筑物参数2年一遇10年一遇波浪参数建筑物参数波浪参数建筑物参数建筑物参数81.890.0099037T*H/L不需判断H/L1/30hspdpsT*=8T*=9T*pbPMH作用高度H9.974PuLu越浪部分建筑物顶高度波高HT*=8T*=9T*越浪高度h8.1.3.1波峰作用8.1.3(判断特征值=3)波峰作用742.342作用点距离每延米总波浪力矩Mc5917.208每延米波浪浮托力4049.10258.8176.0877127.686320.693LUC波谷作用8.1.2.3(判断特征值=2)610.089PcPUC217.725每延米总波浪力单位：m；KN；KN*m405.9853判断特征值选用海港水文规范的计算公式8.1.3)8-T)(X-X(X=X*9=T8=T8TT****db1dpdpbHhsps越浪力P0越浪对底弯矩M作用高度H7.687汇总PMH186258.688260.380.02227867759.44-0.039724841LUC6.087-217.725-273.955-130.946作用点距离-329.110-2530.020-436.329每延米总波浪力PUC每延米总波浪力矩Mc-2820.80-3009.220Pc-394.171每延米波浪浮托力85.07-0.07110489582.850.04871313295.53-0.03419754792.800.002021749附加判断：d/L不用考虑0.7715ps41.615023.8472pd'23.847243.2867ps'33.706823.8472pb'23.8472pb23.8472610.0886P'394.1710P529.0239P5917.2079M'2820.8018M5434.1552M9.6989H'7.1563H10.2720H217.7249Pu'217.7249Pu217.7249Pu6.0867Lu'6.0867Lu6.0867Lu16.54.063.39158.1.3.1波峰作用8.1.3.2波谷作用8.1.3(判断特征值=3)8.1.4(判断特征值=4)8.1.4.1波峰作用8.1.4.2波谷作用选用海港水文规范的计算公式8.1.3LdchLZdchH2)(2pZdb1dpdpbHhspsbHhsdd1p'bp'dHsp'bHdd1sppbdpzzp58.95037044越浪对底弯矩1039.325199551.13834877.88278.850560787394.17102820.80187.1563217.72496.08678.1.4(判断特征值=4)8.1.4.2波谷作用水流设计流速（m/s）V1.58水流阻力系数CW0.73水的密度(t/m3)ρ1.025垂直水流方向的投影面积(m2)A2.4水流力标准值（KN）FW2.241518计算公式AVCFWW22波峰作用波谷作用波峰作用波谷作用总水流力（KN）FW总水流力（KN）FW2.水流力336.228浮托力作用点距离（m）LU16.00016.000每延米波浪浮托力（KN）PU700.625-700.728波浪力作用高度（m）H5.3943.091每延米总波浪力矩（KN*m/m）M1982.412-532.447设计低水位1.波浪力每延米总波浪力（KN/m）P367.507-172.249-400.09716.000407.2133875.050400.09616.000730.7352.水流力1.波浪力设计高水位波浪力作用高度（m）H9.5167.098-310.388-2203.267每延米波浪浮托力（KN）PU浮托力作用点距离（m）LU每延米总波浪力（KN/m）P每延米总波浪力矩（KN*m/m）M