Discharge coefficients for ogee weirs including the effects of a sloping upstream face

Author:

Salmasi Farzin1,Abraham John2

Affiliation:

1. Department of Water Engineering, Faculty of Agriculture, University of Tabriz, P.O. Box: 5166616471, Tabriz, Iran

2. School of Engineering University of St. Thomas, Minnesota, 2115 Summit Avenue, St. Paul, Minnesota 55105, USA

Abstract

Abstract Discharge coefficients (C0) for ogee weirs are essential factors for predicting the discharge-head relationship. The present study investigates three influences on the C0: effect of approach depth, weir upstream face slope, and the actual head, which may differ from the design head. This study uses experimental data with multiple non-linear regression techniques and Gene Expression Programming (GEP) models that are applied to introduce practical equations that can be used for design. Results show that the GEP method is superior to the regression analysis for predicting the discharge coefficient. Performance criteria for GEP are R2 = 0.995, RMSE = 0.021 and MAE = 0.015. Design examples are presented that show that the proposed GEP equation correlates well with the data and eliminates linear interpolation using existing graphs.

Publisher

IWA Publishing

Subject

Water Science and Technology

Reference22 articles.

1. Application of Gaussian process regression model to predict discharge coefficient of Gated Piano Key Weir;Water Resources Management,2019

2. Prediction models for discharge estimation in rectangular compound broad-crested weirs;Flow Measurement and Instrumentation,2014

3. Gene expression programming in problem solving,2001

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