Discharge Coefficient of a Spillway with a Riser Perforated by Rectangular Orifices

被引：0

作者：

Zhang, Zeyu ^{[1
]}

Chai, Junrui ^{[1
,2
]}

Li, Zhanbin ^{[1
,3
,4
]}

Xu, Zengguang ^{[1
]}

Li, Peng ^{[1
]}

机构：

[1] Xian Univ Technol, State Key Lab Ecohydraul Northwest Arid Reg China, Xian 710048, Shaanxi, Peoples R China

[2] Xijing Univ, Sch Civil Engn, Xian 710123, Shaanxi, Peoples R China

[3] Chinese Acad Sci, Inst Soil & Water Conservat, State Key Lab Soil Eros & Dry Land Farming Loess, Yangling 712100, Shaanxi, Peoples R China

[4] Minist Water Resources, Yangling 712100, Shaanxi, Peoples R China

来源：

JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING | 2019年 / 145卷 / 11期

基金：

中国国家自然科学基金;

关键词：

Rectangular orifices; Circular orifices; Pipe riser; Discharge structure; Check dam; PERFORMANCE; FLOW; DESIGN;

D O I：

10.1061/(ASCE)IR.1943-4774.0001425

中图分类号：

S2 [农业工程];

学科分类号：

0828 ;

摘要：

Perforated riser principal spillways are widely used in check dams, and rectangular orifices are the preferred orifice geometry for risers constructed of brick. However, there is little research based on risers perforated with rectangular orifices. This paper discusses the discharge coefficient of such a structure, based on the experimental data and data collected from literature, during which an estimation of the discharge equations for a riser perforated with circular orifices was made. First, an existing equation for a riser with circular orifices is selected based on the coefficient of determination (R2) index and the Nash-Sutcliffe efficiency (NSE) index. Then, an equation for the discharge coefficient of a riser perforated with rectangular orifices is proposed (R2=0.95, NSE=0.91) considering the factors of the diameter of the riser pipe, the width of the rectangular orifice, and the head over the centerline of the orifice. This work is expected to provide a reference for the design and investigation of a perforated riser principal spillway.

引用

页数：7

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