通过湘江下游香炉洲、冯家洲河段流速、水位及分流比的计算分析，计算结果与实测资料吻合较好。
The computational examples of the Xiangluzhou and Caijiazhou sections showed the good agreement with the measuring data of the current velocity, water level and the diversion ratio.
根据试验结果，文中还提出了本河段整治后分流比计算的经验公式。
In empirical formula is presented for the calculation of the bifurcation discharge ratio with the effect of the river training works taken into consideration.
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