A Hierarchical Artificial Intelligence Framework for the Inverse Calibration of Spatially Distributed Manning’s Roughness Coefficients in HEC-RAS Models
Accurate calibration of Manning’s roughness coefficients is essential for reliable river hydraulic modelling, flood prediction, and water resources management, yet conventional calibration methods often struggle with high-dimensional parameter spaces and nonlinear hydraulic interactions. This study proposes and evaluates a hierarchical artificial intelligence framework for the inverse calibration of spatially distributed Manning’s roughness coefficients across three channel zones (left bank, main channel, and right bank), using a 48 km reach of the Tigris River in Baghdad as a case study. A one-dimensional HEC-RAS hydraulic model based on 30 measured cross-sections generated 18,360 simulations by systematically varying Manning’s roughness coefficients (0.02–0.045). Three calibration strategies were evaluated: (i) a simple Gradient Boosting Regression model based on a weighted composite roughness formula, (ii) conventional machine learning models (Random Forest, Gradient Boosting, and Multi-Layer Perceptron), and (iii) a deep learning framework combining a three-layer neural network (64 → 32 → 16 neurons), Differential Evolution optimisation, and cubic spline interpolation. Calibration accuracy increased with model complexity. The deep learning framework achieved the best performance, reducing the root mean square error by 96.6% (from 1.202 to 0.041 m), with R2 = 0.992 and negligible bias (−0.004 m). Conventional machine learning models produced spatially variable Manning’s roughness distributions, with the calibrated main-channel roughness (mean n = 0.0512) being 34.0–57.5% higher than the corresponding bank values. The proposed framework provides an effective approach for calibrating spatially distributed roughness coefficients in one-dimensional hydraulic models, with strong potential to improve river hydraulic simulations and support future applications to flood modelling.
Authors
- Luís Filipe Almeida Bernardo (ORCID: https://orcid.org/0000-0003-0484-350X)
- Layth Abdulameer (ORCID: https://orcid.org/0000-0001-5317-4299)
- Hugo Alexandre Silva Pinto (ORCID: https://orcid.org/0000-0002-1028-4655)
- Ahmed N. Al-Dujaili (ORCID: https://orcid.org/0000-0003-0509-4504)
- Khabeer Al-Awad (ORCID: https://orcid.org/0000-0002-9420-1166)
- Mahmoud Saleh Al-Khafaji (ORCID: https://orcid.org/0000-0003-4150-999X)
- Aysar Tuama Al-Awadi (ORCID: https://orcid.org/0000-0002-6582-3644)
- Anmar Dulaimi (ORCID: https://orcid.org/0000-0002-6014-866X)
Institutions
- University of Baghdad (IQ)
- Amirkabir University of Technology (IR)
- University of Beira Interior (PT)
- University of Kerbala (IQ)
Publication Details
- Journal
- Hydrology
- Published
- 2026-09-10
- DOI
- https://doi.org/10.3390/hydrology13090244
- Primary Topic
- Hydrology and Sediment Transport Processes
- Type
- article
- Field-Weighted Citation Impact
- 0.00