.3m深水波长L0=86.89md/L0=0.3487查表:d/L=0.09258波长L=327.285mD/L=0.004<0.2按小尺度桩柱计算H/d=0.129<0.2d/L=0.093<0.35按《海港水文规范》JTJ213-98第8.3.2.2条计算并按8.3.2.3条计算查表:α=1.55β=1.6γP=1.25γM=1.41.计算速度分力PDmax及力矩MDmaxηmax=0.66查表Z1=0mZ2=30.96mK1=0.232K3=0.036柱体断面面积A=1.130973355m2CD=1.2海水重度γ=10.25kN/m3PDmax=40.74kNMDmax=688.39kNm2.计算惯性分力PImax及力矩MImaxηmax=0.66查表Z1=0mZ2=29mK2=0.499K4=0.142柱体断面面积A=1.130973355m2CM=2海水重度γ=10.25kN/m3PImax=28.35kNMImax=471.95kNm3.合力PDmax<=0.5PImaxPmax=45.67kNMmax=769.28kNm设计波要素表表2-8计算点方向风速计算计算点H1%重现期(年)水位水深(m)(m)DE300300年一遇高水位15.824.44(琅歧)100年一遇高水位15.484.37极端高水位15.244.33100300年一遇高水位15.824.19100年一遇高水位15.484.07极端高水位15.244H4%H5%H13%HmeanTmeanL(m)(m)(m)(m)(s)(m)3.83.673.112767.883.743.613.061.976.966.653.73.583.031.956.965.963.573.452.921.886.864.763.483.362.841.836.763.113.413.32.791.796.661.87
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