改进阻力系数法在节制闸工程中的运用  

Application of Improved Drag Coefficient Method in Check Sluice Project

作　　者：马锦锦[1] 李凯[1] 阿木尔 

机构地区：[1]通辽市水利勘察设计院,内蒙古通辽028000 [2]通辽市环境科学研究所,内蒙古通辽028000

出　　处：《水利建设与管理》2014年第12期27-29,共3页Water Conservancy Construction and Management

摘　　要：文章主要阐述了改进阻力系数法在哈达江节制闸闸基渗流计算中的运用,通过阐述改进阻力系数法的基本原理、地下轮廓线的布置并进行相关的渗流计算,最后得出结论,该设计满足规范要求。In the paper,application of improved drag coefficient method in Hada River check sluice foundation seepage calculation is mainly described. Basic principles,underground contour line layout and associated seepage calculation of improved drag coefficient method are described, therefore final conclusion can be obtained that this design meets specification requirements.

关 键 词：节制闸 改进阻力系数法 渗流计算 

分 类 号：TV522[水利工程—水利水电工程]