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)62002.20760.80.5H(m)T(s)tmin(s)L(m)KvKpR00.0390.876354.8681.1981.0121.6401.24ABC假设L计算LΔLV/(gd)^0.50.058970.182441.432951.1981.1980.00011.2921.511.52KΔ-----斜坡的糙率渗透性系数β-----风向与坝轴法线夹角2.5Kp-----爬高累积频率换算系数tmin-----风浪稳定时最小风时33.545光滑不透水护面（沥青混凝土）混凝土或混凝土板草皮砌石抛填两层块石（不透水基础）抛填两层块石（透水基础）四脚空心方块(安放一层)四脚锥体(安放二层)扭工字块体(安放二层)L------平均波长e-----风雍水面度K-----综合摩阻系数Kw------经验系数m-----坡度系数R0、Rp----波浪爬高计算公式区护面类型（KΔ）V------计算风速F-----风区长度d-----水域平均水深H------平均波高T-----平均波周期A-----安全超高L值辅助计算区Kv值辅助计算区名词解释区堤防高程计算（莆田试验公式）单变量求解设计水位(m)超高Y(m)堤顶高程(m)626.370.564626.934RpKe(m)0.0643.60E-060.0000000KvmR00.10.1~0.30.3101.241.0120.0001.24101.641.571.481.020.51.450.12.662.442.131.0001.2412.232.081.861.020.51.4522.071.941.761.0812.2031.971.861.701.161.252.5041.901.801.651.22mRp51.841.751.611.251.000.114101.641.571.481.280.0000.024131.541.481.401.301.500.159201.391.361.31砌石500.960.970.99光滑不透水护面（沥青混凝土）1混凝土或混凝土板0.901β(°)Kβ0.85151900.600.8200.96抛填两层块石（不透水基础）0.65300.92抛填两层块石（透水基础）0.5400.87四脚空心方块(安放一层)0.55500.82四脚锥体(安放二层)0.4600.76扭工字块体(安放二层)0.38900.6Kβ值辅助计算区护面类型（KΔ）H/dP(%)Kv值辅助计算区R0值辅助计算区Kp值辅助计算区Kp=Rp/R堤防高程计算（莆田试验公式）单元格颜色说明数据输入单元格单变量求解单元格公式计算单元格参考公式及数据单元格断面吹程地面高程水深角度设计水位波浪爬高堤顶超高堤顶高程断面192636.782.4548.85639.230.0460.546639.78断面2170633.963.0361.36636.990.060.56637.55断面3164630.5032.69772.74633.20.0590.559633.76断面4150627.33.0676.68630.360.0570.557630.92断面5130625.2572.56390627.820.0540.554628.37断面6200624.1652.20576.3626.370.0640.564626.93