摘要
本文导出了泄流平面与带状域平面的边界微分-积分方程,进而建立了薄壁堰双自由面重力流的一种数学模型,提出了应用该模型的两种求解方式和一些有益建议。
A nonlinear differential-integral equation is derived in-this paper, which can map directly from the physical discharge plane to the infinite strip plane. Based on the equation, a mathematical model is presented for the double-free surfaces flow ower sharp-crested weir which is strongly influenced by gravitation. Two numerical procedures ie put forward and some usef ull sugestions is also given for using the model.
出处
《水动力学研究与进展(A辑)》
CSCD
北大核心
1992年第1期59-65,共7页
Chinese Journal of Hydrodynamics
关键词
重力势流
保角变换
数学模型
hydraulics, moving boundary, potential flow, conformal transformation, mathematical model.