波浪要素及安全超高计算(堤防工程设计规范GB-50286-2013)

V(m/s)F(m)d(m)mβ(°)KΔA(m)19.11040.100.90.6H(m)T(s)tmin(s)L(m)KvKpR00.0370.85419.0501.1391.2232.0701.28ABC假设L计算LΔLV/(gd)^0.50.018970.05250.438452.3051.1391.16633.0493.511.52KΔ-----斜坡的糙率渗透性系数β-----2.5Kp-----爬高累积频率换算系数tmin-----33.545抛填两层块石（不透水基础）草皮混凝土或混凝土板抛填两层块石（透水基础）T-----平均波周期e-----风雍水面度K-----综合摩阻系数砌石护面类型光滑不透水护面（沥青混凝土）风浪稳定时最小风时计算公式区V------计算风速H------平均波高m-----坡度系数R0、Rp----波浪爬高L------平均波长Kw------经验系数堤防高程计算(按莆田试验公式)名词解释区d-----水域平均水深A-----安全超高F-----风区长度L值辅助计算区Kv值辅助计算区风向与坝轴法线夹角LdthgTL222cos22gdFKVe的计算值按内插法确定和可由时当时当时当5.125.11.5m25.131.25m215.0~1.5m102mm。hRKKKR；LhmKKKR；mPWPmmPWP5.029.13VgHVgT45.3min168VgTVgt7.0245.027.0227.013.00018.07.013.0VgdthVgFthVgdthVgH扭工字块体(安放二层)四脚空心方块(安放一层)四脚锥体(安放二层)cos22gdFKVe的计算值按内插法确定和可由时当时当时当5.125.11.5m25.131.25m215.0~1.5m102mm。hRKKKR；LhmKKKR；mPWPmmPWP设计水位(m)超高Y(m)堤顶高程(m)00.7080.708RpKe(m)0.1083.60E-060KvmR0H/d0.10.1~0.30.31.2201.24P(%)1.2230.1001.28222.071.941.761.250.51.450.12.662.442.131.0001.2412.232.081.861.020.51.4522.071.941.761.0812.2031.971.861.701.161.252.5041.901.801.651.22mRp51.841.751.611.251.250.211101.641.571.481.280.100-0.01131.541.481.401.301.500.259KΔβ(°)Kβ101.000.91510.85~0.90200.960.75~0.80300.920.60~0.65400.870.50~0.55500.82单元格颜色说明数据输入单元格公式计算单元格参考公式及数据单元格单变量求解单元格抛填两层块石（不透水基础）草皮混凝土或混凝土板抛填两层块石（透水基础）Kp值辅助计算区R0值辅助计算区砌石护面类型光滑不透水护面（沥青混凝土）Kβ值辅助计算区堤防高程计算(按莆田试验公式)Kv值辅助计算区Kp=Rp/R0.55600.760.40.38扭工字块体(安放二层)四脚空心方块(安放一层)四脚锥体(安放二层)