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结合某水电站矩形孔口泄水道的原材料模型试验，讨论了集中和分散配筋方式对钢筋混凝土矩形孔口结构在内外压力作用下受力性能的影响，为此类结构的合理设计提供了一定的科学依据．
Based on the raw material model test of a rectangular orifice drainage channel of a hydropower station, the influence of concentrated and disperse reinforcement methods on the stress performance of the reinforced concrete rectangular orifice structure under internal and external pressures is discussed, which provides a reasonable design for such structures. Scientific basis.