摘要
对水面线的不同计算式进行对比分析,并建立水面衔接控制方程.通过理论分析及典型工程的计算,说明侧槽变量流水面衔接计算和控制与等量流不同,它不仅取决于出口断面控制水深,而且与槽内控制水深及特征值有关,水面线计算也具有自身的特征.
The comparison and analysis of computing water surface profiles are made by using various formulas.A control equation of connecting water surface profiles is established.The theoretic analysis and computing result of a typical engineering show that the computation and control of water surface profiles of variable discharge flow in side channel differ with uniform discharge flow.This computation and control are determined not only by control depth of outlet section,but also by control depth and characteristic parameters in side channel.The computation of water surface profiles for side channel spillway has its own characters.
出处
《武汉水利电力大学学报》
CSCD
1997年第6期41-44,共4页
Engineering Journal of Wuhan University