水工学論文集
Online ISSN : 1884-9172
Print ISSN : 0916-7374
ISSN-L : 0916-7374
相対堰高がゼロで接近流が常流の場合の横越流堰の流量係数
鬼東 幸樹秋山 壽一郎常松 智博俣賀 円
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2005 年 49 巻 p. 805-810

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The discharge formula of the side-weir, which can predict spill discharge per unit width in open-channel flows, involves the discharge coefficient. A lot of discharge coefficients have been suggested by many researchers. However, each researcher uses its own parameters in the discharge coefficient, irrespective of that Subramanya & Awasthy pointed out that the discharge coefficient is controlled by four parameters such as the inlet Froude number, the ratio between the height and length of the weir, the ratio between the inlet flow depth and length of the weir and the ratio between the length of the weir and channel width. In contrast, it is quite difficult to change one parameter under the condition that the other three parameters are kept. In this study, the experiments were conducted with changing all parameters under the condition that the ratio between the height and the length of the weir is set to zero. A new spill discharge coefficient of the side-weir with zero height in subcritical open-channel flows is proposed.
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