Theoretical end-depth-discharge relationship for free overfall

被引：51

作者：

Ferro, V ^{[1
]}

机构：

[1] Univ Palermo, Dept Ingn & Tecnol Agroforrestall, Sez Idaul, Fac Agr, I-90128 Palermo, Italy

来源：

JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING | 1999年 / 125卷 / 01期

关键词：

D O I：

10.1061/(ASCE)0733-9437(1999)125:1(40)

中图分类号：

S2 [农业工程];

学科分类号：

0828 ;

摘要：

Despite the many theoretical and experimental studies carried out in channels having different cross-section shape, slope, and roughness, the problem of the free overfall as a how measuring device has not been completely solved, and other experiments are needed. A theoretically based end-depth-discharge relationship is obtained for both subcritical and supercritical how in rectangular, triangular, and trapezoidal channels. For each cross-section shape, discharges predicted using the theoretical relationship are compared with the available experimental data.

引用

页码：40 / 44

页数：5

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