Numerical Methods in Civil Engineering

Numerical Methods in Civil Engineering

Hybrid CNN-LSTM surrogate modeling for rapid urban flood depth prediction

Document Type : Research

Authors
1 Department of Business Administration, Business School, Al al-Bayt University, Mafraq 25113, Jordan. Research follower, INTI International University, 71800 Negeri Sembilan, Malaysia
2 Faculty of Business and Communications, INTI International University, Persiaran Perdana BBN Putra Nilai, 71800 Nilai, Negeri Sembilan, Malaysia. School of Management, Department of Management Studies, Vel Tech Rangarajan Dr. Sagunthala RandD Institute of Science and Technology, University in Morai, Tamil Nadu 600062, India
3 Department of Public Administration, School of Business, University of Jordan, Jordan
4 Department of Information Technology and Exact Sciences, Termez University of Economics and Service, Termez, Uzbekistan
5 Department of Use of Hydromelioration Systems, Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, National Research University, 100000 Tashkent, Uzbekistan
6 PhD, Associate Professor, Samarkand State Medical University, 140103 Samarkand, Uzbekistan
Abstract
This study was designed to propose and validate an alternative data-driven approach for urban flood depth prediction using machine learning technology. The target variable of the model is the flood depth at each observation point, and the model produces a spatial flood depth map of the urban watershed. The developed approach relies on a hybrid CNN-LSTM model that takes into account both spatial (topography, land use, and distance to channel) and temporal (precipitation hydrograph) patterns. In the process of training the model, 850 HEC-RAS models were used for 12,800 observation points in the Chirchik River basin of northern Tashkent, Uzbekistan, totaling 10.88 million flood depth data points. However, based on the calculated values for the coefficient of determination (0.938) and Nash-Sutcliffe (0.921), it can be noted that the hybrid model demonstrated better results than the basic CNN and LSTM, by 6% and 11.4%, respectively. The false negative value of the hybrid model is 5.8%, which is twice lower than 13.5% in case of the standalone LSTM. The inference time is 0.85 seconds for generating a complete flood depth map of the entire watershed under a single scenario, compared to 55 minutes when using HEC-RAS, results in a speedup of 3,882 times. This inference time includes the forward pass of the network and the extraction of the predicted flood depths at the 12,800 observation points by bilinear interpolation. Preprocessing and postprocessing steps are excluded. In the case of transferability experiments, it has been shown that the performance of the transfer learning algorithm was 0.861 in the adjacent watershed after fine-tuning with just 50 flood simulations, while the fully trained model had a Nash-Sutcliffe value of 0.902. Sensitivity analysis shows the significance of the influence of the training dataset size and observation point density on the performance. In conclusion, this study presents a conceptual model for the prediction of flood depths in developing cities using physical modeling and machine learning. However, some of the shortcomings of this model include the fact that it is trained and evaluated at 12,800 fixed observation points, and its accuracy at arbitrary locations has not been independently validated; it is based on synthetic data from HEC-RAS rather than actual flood events; and the fact that its transferability has been tested for one nearby watershed with similar properties.
Keywords
Subjects

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Volume 10, Issue 4
Spring 2026
Pages 90-107

  • Receive Date 19 August 2026
  • Revise Date 17 October 2026
  • Accept Date 31 October 2026