从试验成果和数学分析两方面阐述对流消力池的特性。介绍了由于对流单元相对孔口位置不同所产生的不良的翻滚流态和有效的对流流态。根据补充的研究成果，确定消力池的最优断面、胸墙高度和尾水深度，以及第二级消力池的尺寸，并将对流消力池与“简单”水跃消力池、脉冲消力池作了比较。这种新型的消能设施用于下游水深小而弗劳德数大的情况。 From the experimental results and mathematical analysis of two aspects of convection Stilling tank characteristics. The poor tumbling flow regime and the effective convection regime due to the different positions of the convection units relative to the orifice are introduced. According to the supplementary research results, the optimal cross-section, chest wall height and tailwater depth of the stilling pool, the size of the second-level stilling pool were determined, and the combination of the convection stilling pool and the “simple” Power pool made a comparison. This new energy-dissipating facility is used for small downstream Fudge numbers.