Estimating seepage losses from lined irrigation canals using nonlinear regression and artificial neural network models
Abstract The Slide2 model was used to estimate seepage losses from canals after validation considering different canal geometries, lining thicknesses, and lining materials. SPSS was used to develop three models: NLR, MLP-ANN, and RBF-ANN. MATLAB software was used to write down the script code for th...
| Published in: | Applied Water Science |
|---|---|
| Main Authors: | , , , |
| Format: | Article |
| Language: | English |
| Published: |
SpringerOpen
2024-04-01
|
| Subjects: | |
| Online Access: | https://doi.org/10.1007/s13201-024-02142-1 |
| _version_ | 1850359139879878656 |
|---|---|
| author | Tarek Selim Mohamed Kamel Elshaarawy Mohamed Elkiki Mohamed Galal Eltarabily |
| author_facet | Tarek Selim Mohamed Kamel Elshaarawy Mohamed Elkiki Mohamed Galal Eltarabily |
| author_sort | Tarek Selim |
| collection | DOAJ |
| container_title | Applied Water Science |
| description | Abstract The Slide2 model was used to estimate seepage losses from canals after validation considering different canal geometries, lining thicknesses, and lining materials. SPSS was used to develop three models: NLR, MLP-ANN, and RBF-ANN. MATLAB software was used to write down the script code for the ANNs. Results showed that seepage losses were highly increased when the liner had high hydraulic conductivity, while with the increase of lining thickness, a noticeable reduction in seepage losses was obtained. The canal's side slope had a minimal effect on the seepage losses. Moreover, the MLP-ANN and RBF-ANN models performed better than the NLR model with determination coefficient (R 2) of 0.996 and 0.965; Root-Mean-Square-Error (RMSE) of 1.172 and 0.699; Mean-Absolute-Error (MAE) of 0.139 and 0.528; index of agreement (d) = 0.999 and 0.991, respectively. The NLR model had lower values of R 2 = 0.906, RMSE = 1.198, MAE = 0.942, and d = 0.971. Thus, ANNs are recommended as a robust, easy, simple, and rapid tool for estimating seepage losses from lined trapezoidal irrigation canals. |
| format | Article |
| id | doaj-art-e43ddff2cb1a4d16a911b7166d879b91 |
| institution | Directory of Open Access Journals |
| issn | 2190-5487 2190-5495 |
| language | English |
| publishDate | 2024-04-01 |
| publisher | SpringerOpen |
| record_format | Article |
| spelling | doaj-art-e43ddff2cb1a4d16a911b7166d879b912025-08-19T23:06:05ZengSpringerOpenApplied Water Science2190-54872190-54952024-04-0114511210.1007/s13201-024-02142-1Estimating seepage losses from lined irrigation canals using nonlinear regression and artificial neural network modelsTarek Selim0Mohamed Kamel Elshaarawy1Mohamed Elkiki2Mohamed Galal Eltarabily3Civil Engineering Department, Faculty of Engineering, Port Said UniversityCivil Engineering Department, Faculty of Engineering, Horus University-EgyptCivil Engineering Department, Faculty of Engineering, Port Said UniversityCivil Engineering Department, Faculty of Engineering, Port Said UniversityAbstract The Slide2 model was used to estimate seepage losses from canals after validation considering different canal geometries, lining thicknesses, and lining materials. SPSS was used to develop three models: NLR, MLP-ANN, and RBF-ANN. MATLAB software was used to write down the script code for the ANNs. Results showed that seepage losses were highly increased when the liner had high hydraulic conductivity, while with the increase of lining thickness, a noticeable reduction in seepage losses was obtained. The canal's side slope had a minimal effect on the seepage losses. Moreover, the MLP-ANN and RBF-ANN models performed better than the NLR model with determination coefficient (R 2) of 0.996 and 0.965; Root-Mean-Square-Error (RMSE) of 1.172 and 0.699; Mean-Absolute-Error (MAE) of 0.139 and 0.528; index of agreement (d) = 0.999 and 0.991, respectively. The NLR model had lower values of R 2 = 0.906, RMSE = 1.198, MAE = 0.942, and d = 0.971. Thus, ANNs are recommended as a robust, easy, simple, and rapid tool for estimating seepage losses from lined trapezoidal irrigation canals.https://doi.org/10.1007/s13201-024-02142-1SeepageSlide2 modelRegression analysisSPSSMLP-ANNRBF-ANN |
| spellingShingle | Tarek Selim Mohamed Kamel Elshaarawy Mohamed Elkiki Mohamed Galal Eltarabily Estimating seepage losses from lined irrigation canals using nonlinear regression and artificial neural network models Seepage Slide2 model Regression analysis SPSS MLP-ANN RBF-ANN |
| title | Estimating seepage losses from lined irrigation canals using nonlinear regression and artificial neural network models |
| title_full | Estimating seepage losses from lined irrigation canals using nonlinear regression and artificial neural network models |
| title_fullStr | Estimating seepage losses from lined irrigation canals using nonlinear regression and artificial neural network models |
| title_full_unstemmed | Estimating seepage losses from lined irrigation canals using nonlinear regression and artificial neural network models |
| title_short | Estimating seepage losses from lined irrigation canals using nonlinear regression and artificial neural network models |
| title_sort | estimating seepage losses from lined irrigation canals using nonlinear regression and artificial neural network models |
| topic | Seepage Slide2 model Regression analysis SPSS MLP-ANN RBF-ANN |
| url | https://doi.org/10.1007/s13201-024-02142-1 |
| work_keys_str_mv | AT tarekselim estimatingseepagelossesfromlinedirrigationcanalsusingnonlinearregressionandartificialneuralnetworkmodels AT mohamedkamelelshaarawy estimatingseepagelossesfromlinedirrigationcanalsusingnonlinearregressionandartificialneuralnetworkmodels AT mohamedelkiki estimatingseepagelossesfromlinedirrigationcanalsusingnonlinearregressionandartificialneuralnetworkmodels AT mohamedgalaleltarabily estimatingseepagelossesfromlinedirrigationcanalsusingnonlinearregressionandartificialneuralnetworkmodels |
