波浪爬高计算

2坝坡坡比m1.821.82糙率及渗透系数KA0.80.8风向与水域中线的夹角,度002.计算结果平均波高hm,m0.4923209270.316377158平均波周长Tm,s3.1139486472.496260234(初步计算值)平均波长Lm,m15.139517650.5×Lm7.5697588279.7290147830.5×Lm4.864507391平均波长Lm,m15.13951765(该处要试算)9.729014783(该处要试算)hm/Hm0.0246160460.0150655791、2、3级坝设计波浪hp1%1.191416643(<0.1)0.765632723(<0.1)1.132338132(0.1`0.2)0.727667464(0.1`0.2)4、5级坝设计波浪hp5%0.960025807(<0.1)0.616935459(<0.1)0.920640133(0.1`0.2)0.591625286(0.1`0.2)W/SQRT(gH)1.2115650660.788244291Kw1.02(查表填入)1(查表填入)波浪爬高Rm,m1.072780344(m=1.5~5.0)0.675876677(m=1.5~5.0)2.5R0(查表)2.5R0(查表)1.004334691(m<=1.25)0.632754317(m<=1.25)1.841.84波浪爬高Rp,5%m1.973915834(<0.1)1.243613087(<0.1)(0.1`0.2)(0.1`0.2)>0.3>0.3风雍水面高度e,m0.0097761470.004138052安全超高值A,m0.5(查表填入)0.3(查表填入)最终结果坝顶超高y,m2.483691981.547751138水位1030输入值1032输入值要求坝顶高程1032.4836921033.547751