典型无压长隧洞恒定渐变流水面线计算的新解析法 针对现有水面线计算采用的逐段试算法计算较繁琐等问题,对典型无压长隧洞如城门洞形,卵形无压隧洞恒定渐变流沿程水深的计算进行了数学推导.根据渐变流水力微分方程,利... 王贺瑶,黄朝煊 - 《水利与建筑工程学报》 被引量: 0发表: 2015年 无压引水隧洞水力过渡过程...
(矩形、圆形涵洞长管)淹没出流水力计算 d0.81.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.5 A0.50241.766251.766251.766251.766251.766251.766251.766251.766251.766251.766251.766251.766251.766251.766251.766251.76625 X2.5124.714.714.714.714.714.714....
矩形断面明渠均匀流水力计算的直接计算公式 热度: 矩形涵洞淹没出流水力计算 abAXRnClZQV 236100.60.01465.598990.50.813.911540.57.434081.239013 236100.61.0140.9057060.50.813.911540.50.2397480.039958 236100.62.0140.4560010.50.813.911540.50.1207450.020124 236100.63.0140.3047070.50.813.911540.50.0806890.013448 ...
(矩形、圆形涵洞长管)淹没出流水力计算 a1222222222222222222 b1333333333333333333 A1666666666666666666 X4101010101010101010101010101010101010 R0.250.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.6 矩形涵洞淹没出流水力计算ξ入口ξ出口nC0.01456.692890.50.811.0140.9057060.50.812.0140.4560010...