摘要
本文是对水跃跃后波浪特性的试验研究,试验是在40公分平底水槽中进行。通过对实测资料的分析,给出了跃后最大浪高的表达式。讨论了跃后波动的物理机制,实测了跃后波浪沿程衰减过程,分析了波形,波周期和波谱,对消波措施也进行了初步讨论。
In this paper the hydraulic characteristics of waves induced downstream from a hydraulic jump on a horizontal bed has been studied according to the data measured from medel test, a formula for computing maximal wave height below a hydraulic jump is obtaimed. Based on the model test other statistical behaviors of waves generated below hydraulic jump are ex- plained and some measures to eliminate the wave effect are also discussed.
