摘要
中间渠道为分散梯级船闸间,两端封闭的特殊渠道。通过1:40水工模型试验,研究了船闸灌泄水非恒定流在规则渠道内的波动特性,对调节池改善措施,进行了调节池型式及位置与波浪运动的关系研究,提出了最优布置方案。
The middle channel of the lock is a dispersed cascade of lock which is closed at the two ends. Based on the hydraulic model tests with the scale of 1：40, the wave channel and the improving meqsures about balancing bank are analyzed. The relation ship between wave characteristic of unsteady flow in the regular channel and the improving measures about balancing bank are analyzed. The relationship between wave characteristic and balancing bank type and location is studied. And an optimum layout is proposed.
出处
《水道港口》
2006年第6期378-383,共6页
Journal of Waterway and Harbor
关键词
中间渠道
波动特性
改善措施
调节池
middle channel
wave characteristic
improve measure
balancing bank
