The experiments were performed at three jet-to-crossflow velocity ratios and two impingement heights in a water channel. 水槽实验是在三种流速比和两种冲击高度实验工况下进行的。
This prper analyses the characteristice of flow and computational methods of flowmeasuring flumes in an open channel.Meanwile, two examples are given. 运用水力学理论分析了明渠量水槽的水流现象与计算方法,并给出实例。