例题解算(Page3) 故可得: H1=HBMA+(h1+V=45286+2323=47.609(m) H2=H1+(h2+V2)=47.509+2802=50.411(m) H3=H2+(h3+V3)=50.311-2.252=48.159(m) BMB=H3+(h4+V4)=48.059+1.420=49.579(m) 用 EXCEL软件程序计算水准路线例题解算（Page3） 故可得： H1=HBM-A+(h1+V1 )=45.286+2.323=47.609(m) H2=H1+(h2+V2 )=47.509+2.802=50.411(m) H3=H2+(h3+V3 )=50.311-2.252=48.159(m) HBM-B=H3+(h4+V4 )=48.059+1.420=49.579(m) 用EXCEL软件程序计算水准路线