当河流切割含水层的时，地下水沿河呈带状排泄，称作地下水的泄流。
介绍了用于高尾矿坝的具有圆形框架式进水塔的竖井排洪道泄流能力模型试验研究。
The discharge capacity of shaft spillway with framed inlet tower used for high tailings dam is studied by physical model.
综合考虑了水库设计中的主要因素，如水库运行方式、大坝规模、坝址、泄流设施等因素。
The main factors in reservoir design are considered, such as the reservoir operation mode, the dam scale, the dam site, flood discharge facilities etc.
运用孔口出流公式、伯努力方程、沿途泄流公式及损失规律，建立了泄流管路的通用方程组。
By means of formula of orifice come out, Bernoulli equation, formula of discharge along way and law of lose, general group of equation of discharge flow was established.
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