河道の水理 (2)

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[II-88] A study with Govinda Rao Formula of discharge coefficient in maximum overflow depth near 0.35m on crown width 9.1m overflow bank

*Akira Takamura¹ (1. Hokkaido Regional Development Bureau)

Keywords:

Govinda Rao Formula,hill embankment,crown width,overflow bank,retarding basin

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