小型水库溢洪道混合堰的计算与应用  

Calculation and Application of the Mixed Weir of Small Reservoir Spillway

作　　者：高贡新[1] 李文果[1] 吴秀琦 汤振学 孙红光 

机构地区：[1]沈阳农业大学农业工程学院 [2]喀左县水利局

出　　处：《沈阳农业大学学报》1992年第2期131-133,共3页Journal of Shenyang Agricultural University

摘　　要：小型水库溢洪道由于交通需要,可设计成驼峰堰与平顶堰的混合堰型。本文提出了两种计算混合堰流量系数的方法,并通过水工模型试验得到验证,可供同类型工程设计参考。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.

关 键 词：混合堰 流量系数 溢洪道 水库 

分 类 号：TV651[水利工程—水利水电工程]