摘要
通过试验研究了宽浅式水库的泄水建筑物的泄流能力,试验表明,行近流速的影响不可忽略,不同建筑物前的水位差异相当显著,各泄水建筑物应采用相应位置的库水位来计算泄流量。
The study on discharge capacity of waterrelease structures of wideshallow reservoir is carried out, which shows that the influence of near velocity can not be neglected, the water level differences before the waterrelease structures are quite obvious, the discharge of each waterrelease structure should be calculated by using the water level of corresponding location.
出处
《四川大学学报(工程科学版)》
EI
CAS
CSCD
2003年第3期18-20,共3页
Journal of Sichuan University (Engineering Science Edition)
基金
高等学校博士学科专项科研基金资助项目(20010610007)
四川省青年科技基金资助项目
关键词
库水位
宽浅式水库
行近流速
泄水闸
溢流坝
Water level
wide-shallow reservoir
near velocity
discharging sluice
overflow dam