首页 | 本学科首页   官方微博 | 高级检索  
     

小型水库溢洪道混合堰的计算与应用
引用本文:高贡新 汤振学. 小型水库溢洪道混合堰的计算与应用[J]. 沈阳农业大学学报, 1992, 23(2): 131-133
作者姓名:高贡新 汤振学
作者单位:沈阳农业大学农业工程学院,沈阳农业大学农业工程学院,沈阳农业大学农业工程学院,喀左县水利局,喀左县水利局
摘    要:

关 键 词:混合堰 流量系数 溢洪道 水库

Calculation and Application of the Mixed Weir of Small Reservoir Spillway
Gao Gongxin,Li Wenguo,Wu Xiuqi,Tang Zhenxue,Sun Hongguang Shenyang Agricultural University Kezuo County Water-conservancy Bureau. Calculation and Application of the Mixed Weir of Small Reservoir Spillway[J]. Journal of Shenyang Aricultural University, 1992, 23(2): 131-133
Authors:Gao Gongxin  Li Wenguo  Wu Xiuqi  Tang Zhenxue  Sun Hongguang Shenyang Agricultural University Kezuo County Water-conservancy Bureau
Affiliation:Gao Gongxin;Li Wenguo;Wu Xiuqi;Tang Zhenxue;Sun Hongguang Shenyang Agricultural University Kezuo County Water-conservancy Bureau
Abstract:Somewhere the spillway of small reservoir may be designed as themixed weir type which was made of the camel hump weir and the levelcrest weir. This paper presents two methods for calculating the dischargecoefficient of the weir dam, which have been proved to be correct bythe hydraulic model test. These methods may be adopted in the sametype project.
Keywords:mixed weir  discharge coefficient  weir type
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号