摘要
在水利枢纽布置中,多采用竖井式溢洪道,退水隧洞与导流输水隧洞相结合,减少地表土石方开挖扰动。本文介绍了竖井式溢洪道环形溢流堰的水力计算及漏斗段体型的设计计算,为水工设计提供参考依据,拓宽溢洪道设计思路。
Shaft spillway is mostly adopted in key water control project layout. Water-break tunnel and diversion water conveyance tunnel are combined for reducing surface earth-stone excavation disturbance. In the paper, shaft spillway annular overflow weir hydraulic calculation and funnel section shape design calculation are introduced, a reference basis is provided for hydraulic design, and spillway design train of thought is broadened.
出处
《水利建设与管理》
2016年第6期21-24,共4页
Water Conservancy Construction and Management
关键词
泄流能力计算
工程布置
漏斗段设计
退水段复核
投资比较
discharge capacity calculation
engineering layout
funnel section design
water-break section review
investment comparison
