坝顶高程计算成果表（小一型以下水库）序号123456101112131415161718192021222324252627项目风速W等效风区长度D洪水位Z0建基面高程Z1水域平均水深Hm计算风向与坝轴线法线夹角β单位m/sm设计22.5024030.6225.32校核15.0024031.0225.325.702.75000.220.25820.130.15310.11781.52333.62310.90002.00591.080.21721.84000.39970.00170.30000.701431.72m度5.302.75000.14230.14130.19560.19320.18321.945.6328单坡的坡度系数mf1=0.7(g*Hm/W2)0.7th(f1)(计算)f2=0.0018(g*D/W2)0.45/(0.13th(f1))th(f2)(计算)平均波高hm平均波周期Tm平均波长Lm斜坡的糙率渗透系数K△W/(9.81*H)1/2查表求得经验系数KW平均波浪爬高Rm累积频率KP（查表）波浪爬高R风壅水面高度e安全加高A坝顶超高y计算坝顶高程Z现状坝顶高程现状心墙顶部高程mmmmmmmm砼或砼板0.90003.12041.230.38341.84000.70550.00420.50001.209731.83（输入）（输入）（输入）（输入）（上游坡比）（输入）
