Study on discharge coefficient of lateral over flow formulation for curved channel
Memoirs of the Faculty of Engineering, Yamaguchi University Volume 65 Issue 2
Page 65-70
published_at 2015-03
Title
湾曲した水路の横越流公式の流量係数の検討
Study on discharge coefficient of lateral over flow formulation for curved channel
Source Identifiers
Creator Keywords
lateral over flow
discharge formulation
curved channel
discharge coefficient
In this study we investigated the accuracy of the lateral over flow discharge formulations for the curved channel of which the radius of curvature is constant. From the experimental results we found that the lateral over flow discharges are in proportion with the power to 3/2 of the over flow depth, so that we use the same formulation form as Honma formulation for the front over flow discharge.We assumed three types of the discharge coefficients. The Froude number, the ratio of channel width and lateral weir width, the ratio of weir height and weir width and the ratio of channel width and radius of curvature were used as the parameters. As a result the formulation that the Froude number, the ratio of channel width and lateral weir width, the ratio of weir height and weir width assumed to be functions of the radius of curvature was the most accurate one.
Languages
jpn
Resource Type
departmental bulletin paper
Publishers
山口大学工学部
Date Issued
2015-03
File Version
Version of Record
Access Rights
open access
Relations
[ISSN]1345-5583
[NCID]AN00244228
[isVersionOf]
[URI]http://memoirs.lib-e.yamaguchi-u.ac.jp/
Schools
大学院理工学研究科(工学)