水电与新能源
水電與新能源
수전여신능원
HYDROPOWER AND NEW ENERGY
2015年
6期
17-19
,共3页
溢洪道%侧槽%方案比选%水力计算%WES实用堰
溢洪道%側槽%方案比選%水力計算%WES實用堰
일홍도%측조%방안비선%수력계산%WES실용언
spillway%side channel%scheme comparison%hydraulic calculation%WES practical weir
以白家河水库侧槽溢洪道为例，介绍其设计方案比选、总体布置、水力计算等，给出了其泄流能力、堰面曲线、泄槽临界水深、侧槽末端水深、侧槽末端底高程和侧槽水面线等水力计算方法和成果，为白家河水库侧槽溢洪道的设计提供了依据。
以白傢河水庫側槽溢洪道為例，介紹其設計方案比選、總體佈置、水力計算等，給齣瞭其洩流能力、堰麵麯線、洩槽臨界水深、側槽末耑水深、側槽末耑底高程和側槽水麵線等水力計算方法和成果，為白傢河水庫側槽溢洪道的設計提供瞭依據。
이백가하수고측조일홍도위례，개소기설계방안비선、총체포치、수력계산등，급출료기설류능력、언면곡선、설조림계수심、측조말단수심、측조말단저고정화측조수면선등수력계산방법화성과，위백가하수고측조일홍도적설계제공료의거。
The hydraulic design of the side channel spillway in Baijiahe Reservoir is introduced in detail, including the design scheme comparison, the overall layout and hydraulic calculations.Detailed calculation results are also given, such as the discharge capacity, weir surface curve, critical depth of the chute, water depth at the end of the side chan-nel, bottom elevation of the side channel at its end, and the water surface curve in the side channel.
