摘要
本文提出弧形门门下输水不同边界的流量系数和输水水力计算的α值。可供船闸设计规范及输水水力计算参考应用。
This paper presents the flow factors,influencing on lock filling and emptying under the tainter gate with different boundary conditions and suggests the value of coefficient— α for hydraulic culculations in lock design.
出处
《水道港口》
1993年第2期44-50,共7页
Journal of Waterway and Harbor
关键词
船闸
弧形门
门下输水
流量系数
闸门
lock tainter gate filling and emptying under gate flow factor