已有的大坝溃口实测流量过程线证实了该模型的合理性。
The actual discharge hydrograph tests on the dam break have confirmed the rationality of the model.
由瞬时单位线推求S曲线和时段单位线，可以得到城市雨水口径流的流量过程线。
S curve, time unit hydro graph and surface runoff hydrograph can be gotten through instantaneous unit hydrograph.
研究了常见溃坝水流计算方法，例如溃口平均宽度、坝址最大流量、坝址流量过程线等。
The calculation methods for common dam-break water flow are studied, such as the average width of dam-break, the maximum flow at tailing dam and the flow graph at tailing dam.
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