Calibration of manning’s roughness coefficient during floods using hec ras modelcase study: Allala river

The selection of an appropriate value for roughness coefficient is very significant in flood modeling, Moreover, determination of roughness coefficient is of paramount importance to the accuracy of modeled water surface. Hence it is necessary to solve the Saint-Venant equations for hydrodynamic modeling. The aim of the present study is to use hydrometric data to estimate Manning‘s roughness coefficient for the hydrometric station of sidiAkkacha in Allala river during flood using the hydrodynamic numerical modeling with the HEC-RAS model.This station representingdrainage area about 309 km2 . The results showed that the optimals manning’s values: 0.053 for the left bank, 0.038 for the main channel and 0.2 for the right bank, for the modeled water surface the Root mean square error (RMSE) ranged between 4 and 10 cm and the Mean Absolute Error (MAE) ranged between 3 and 10 cm during high flow. © 2020, Institute of Advanced Scientific Research, Inc.. All rights reserved.

Boukhanef I.1 , Khadzhidi A.1 , Poddubsky A. 2 , Novikov A. 3, 4 , Kastali A.5 , Zeroual A.6 , Gurina R. 2 , Sinenko V. 2 , Khomenets N. 2 , Kucher D. 2 , Norezzine A. 2 , Rebouh N.Y. 2
Institute of Advanced Scientific Research, Inc.
Номер выпуска
6 Special Issue
  • 1 Kuban State Agrarian University named after I.T. Trubilina, Kalinina, 13, Krasnodar, 350044, Russian Federation
  • 2 Peoples' Friendship, University of Russia, Miklukho-Maklay Street, 6, Moscow, 117198, Russian Federation
  • 3 Volgograd State Technical University, Lenin Avenue, 28, Volgograd, 400005, Russian Federation
  • 4 Federal State Budget Scientific Institution the All-Russian research institute of irrigated agriculture, Timirjaseva St., 9, Volgograd, 400002, Russian Federation
  • 5 Hassiba ben Bouali University, laboratory of chemistry, vegetable, water and energy, Hydraulic department, Algeria
  • 6 National Higher Hydraulic School, Water Engineering and Environment Laboratory, Blida, Algeria
Ключевые слова
Flood Modeling; Hydrodynamic; Paramount; Saint-venant equations
Дата создания
Дата изменения
Постоянная ссылка

Другие записи