A flood routing model for river-type reservoirs was developed to calculate the dynamic reservoir capacity during the real-time flood regulation based on the hydrodynamic method.

采用水动力学方法建立河道型水库库区洪水演进模型，解决实时洪水调度中的动库容问题。

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The instability of Muskingum routing method used in the flood inverse routing in river channel was proved by using difference solution of motion wave equation.

基于河道汇流单位线原理，提出了解决河道洪水反向演算的断面流量相关法。

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