Abstract

Machine learning (soft) methods have a wide range of applications in many disciplines, including hydrology. The first application of these methods in hydrology started in the 1990s and have since been extensively employed. Flood hydrograph prediction is important in hydrology and is generally done using linear or nonlinear Muskingum (NLM) methods or the numerical solutions of St. Venant (SV) flow equations or their simplified forms. However, soft computing methods are also utilized. This study discusses the application of the artificial neural network (ANN), the genetic algorithm (GA), the ant colony optimization (ACO), and the particle swarm optimization (PSO) methods for flood hydrograph predictions. Flow field data recorded on an equipped reach of Tiber River, central Italy, are used for training the ANN and to find the optimal values of the parameters of the rating curve method (RCM) by the GA, ACO, and PSO methods. Real hydrographs are satisfactorily predicted by the methods with an error in peak discharge and time to peak not exceeding, on average, 4% and 1%, respectively. In addition, the parameters of the Nonlinear Muskingum Model (NMM) are optimized by the same methods for flood routing in an artificial channel. Flood hydrographs generated by the NMM are compared against those obtained by the numerical solutions of the St. Venant equations. Results reveal that the machine learning models (ANN, GA, ACO, and PSO) are powerful tools and can be gainfully employed for flood hydrograph prediction. They use less and easily measurable data and have no significant parameter estimation problem.

Highlights

  • Flood routing in a river is important to trace the movement of a flood wave along a channel length and thereby calculate the flood hydrograph at any downstream section

  • Lucia and Ponte theinput inputvector vector network, while the discharge flow discharge measuredconstituted constituted the of of thethe network, while the flow measured at Ponte output.network contained

  • We considered flood routing in an artificial channel reach of 38 km, with a rectangular cross-section of 40 m width and the Manning roughness value of 0.032

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Summary

Introduction

Flood routing in a river is important to trace the movement of a flood wave along a channel length and thereby calculate the flood hydrograph at any downstream section. This information is needed for designing flood control structures, channel improvements, navigation, and assessing flood effects [1]. The above methods require substantial field data; such as cross-sectional surveying, roughness, flow depth and velocity measurements that are costly and time consuming. When lateral flow becomes significant, the flood prediction is affected by high uncertainty [5].

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