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Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure
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LXGB: a machine learning algorithm for estimating the discharge coefficient of pseudo-cosine labyrinth weir
Somayeh Emami1, Hojjat Emami2, Javad Parsa3
1Department of Water Engineering, University of Tabriz, Tabriz, 5971982284, Iran. somayehemami70@gmail.com.
Scientific Reports
|July 29, 2023
Summary
A new pseudo-cosine labyrinth weir (PCLW) design improves efficiency. A hybrid machine learning algorithm accurately estimates its discharge coefficient, outperforming other methods.
Area of Science:
- Hydraulic Engineering
- Computational Fluid Dynamics
- Water Resource Management
Background:
- Weir efficiency is often improved by modifying plan geometry and increasing weir length.
- The discharge coefficient (Cd) is a key parameter for weir performance.
- Traditional methods may not fully capture complex hydraulic behaviors.
Purpose of the Study:
- Introduce a novel pseudo-cosine labyrinth weir (PCLW) design.
- Develop and evaluate a hybrid machine learning algorithm (LXGB) for estimating the discharge coefficient (Cd) of PCLWs.
- Identify optimal input parameters for accurate Cd estimation.
Main Methods:
- A hybrid LXGB algorithm, combining LSHADE and XGBoost, was employed.
- Seven input scenarios were tested using 132 data series from PCLW1 and PCLW2 models.
- Performance was evaluated using RMSE, RRMSE, and NSE metrics.
Main Results:
- The LXGB model achieved high accuracy, with average RMSE = 0.009, RRMSE = 0.010, and NSE = 0.977.
- The most effective input parameters were R/W, L/W, and H/W.
- The LXGB model demonstrated superior performance compared to SAELM, ANFIS-FFA, GEP, and ANN.
Conclusions:
- The proposed PCLW design offers a practical solution for enhancing weir efficiency.
- The LXGB hybrid intelligent approach is highly effective for estimating the discharge coefficient of PCLW weirs.
- Geometric and hydraulic ratios are crucial predictors for discharge coefficient estimation.
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