The power coefficient of corner point was computed and skew up-wind property was kept by coordinate system circumgyrating and transform. 通过坐标系的旋转并变换计算角点的权系数,保持斜迎风效应。
After analyzing the series of model experiment data, this paper put forward the dis-charge coefficient formula of skew weir of different intersection angle and its main hydraulic char-acteristic was stated. 根据系列模型试验资料的分析,提出了不同交用的斜交堰的流量系数公式.叙述了它的主要水力特性。