编号桩号高程θ两轴线水平夹角00+0001284.3654.86104.86111.2310+72.4841278.22.64.8617.46126.9571'0+148.6231268.2283.9537.46111.4144.6...
倒虹吸计算一、基本参数过水流量渠道底宽渠道顶宽渠道纵坡上游底高程下游底高程糙率系数m3/smmmm0.511.20.0010.03二、计算过程渠道内水深试...
