Affiliation:
1. Dams and Water Resources Engineering Department, University of Mosul , Mosul , Iraq
Abstract
Abstract
Some hydraulic structures and phenomena, including compound channels, must be studied in relation to open channel flow. Despite the fact that the primary channel and watersheds share a similar degree of roughness, estimating discharge in composite channels with mainstreams and flood plains has proved tricky. The flow discharge for a compound channel with different roughness in the primary and flood plain channels has been studied, and the results computed experimentally using horizontal division level have been compared with those predicted using dimensional analysis and an adaptive neuro-fuzzy inference system. The results show good agreement between experimental and numerical for discharge calculation according to root-mean-square error, MARE, R
2, SI, and Nash–Sutcliffe efficiency, with a percentage error not exceeding ±5%.
Subject
Electrical and Electronic Engineering,Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering,Environmental Engineering
Reference21 articles.
1. Zheleznyakov GV. Relative deficit of mean velocity of unstable river flow, kinematic effect in river beds with flood plains. 11th International Congress of the Association for Hydraulic Research, Leningrad, USSR; 1965.
2. Kelly McAtee PE, Leed A. Introduction to compound channel flow analysis for floodplains. USA: SunCam continuing education course; 2012.
3. Hosseini SM. Equations for discharge calculation in compound channels having homogeneous roughness. Iran J Sci Technol. 2004;28(B5):537–46.
4. Parsaie A, Haghiabi AH. Prediction of discharge coefficient of side weir using adaptive neuro-fuzzy inference system. Sustain Water Resour Manag. 2016;2(3):257–64.
5. Sheikh Khozani Z, Khosravi K, Torabi M, Mosavi A, Rezaei B, Rabczuk T. Shear stress distribution prediction in symmetric compound channels using data mining and machine learning models. Front Struct Civ Eng. 2020;14(5):1097–109.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献