摘要
作者总结了溢洪道消能率的计算公式、消能率的影响因素、台阶式溢洪道的适用范围;对某水库的台阶式溢洪道和光滑面溢洪道的两个方案在消能效果、消力池长度等方面进行比较,分析了这两种方案各自的特点。结果表明,台阶式溢洪道消能主要集中在台阶段,而且相对于光滑面溢洪道,大大缩短了消力池的长度,降低了投资。
This paper summarizes the calculation formula of energy dissipation of a stepped spillway, the influence factor of energy dissipation and the applied range of the stepped spillway. The paper compares the stepped spillway with the smooth surface spillway in both effect of energy dissipation and length of the stilling basin for a specific reservoir, and then analyzes the respective features of the two spillways. The result shows that the energy dissipation of the stepped spillway mainly concentrates on the steps, and compared with the smooth surface spillway, the stepped spillway greatly shortens the length of the stilling basin, thus reducing the cost.
出处
《云南水力发电》
2006年第3期22-26,共5页
Yunnan Water Power
