侧槽溢洪道出口控制水深计算  

Calculation of control water depth in exit of side channel spillway

作　　者：曹晨华 吕永明 黄俊 郑海涛 

机构地区：[1]黑龙江省牡丹江市水利勘测设计研究院,黑龙江牡丹江157000 [2]中水东北勘测设计研究有限公司,吉林长春130021 [3]黑龙江省牡丹江市河道管理处,黑龙江牡丹江157000

出　　处：《东北水利水电》2007年第11期1-2,共2页Water Resources & Hydropower of Northeast China

摘　　要：本文推导侧槽段的总水头损失公式,从而求得侧槽末端的断面能量和水深,并以此水深做为侧槽的控制水深。根据水工模型试验资料验证,本文提出的计算方法是可行的。The paper derives the formula of total head loss in the side channel,from this,the water depth and the energy of side channel end are received.This water depth is took as the control water depth of side channel.The hydraulic model test indicates that the formula gave by this paper is suitable.

关 键 词：侧槽式溢洪道 出口 控制水深 

分 类 号：TV651.12[水利工程—水利水电工程]