Open Journal of Modern Hydrology
Vol.10 No.3(2020), Paper ID 100683, 20
pages
DOI:10.4236/ojmh.2020.103004
Calibration of HEC-RAS Model for One Dimensional Steady Flow Analysis—A Case of Senegal River Estuary Downstream Diama Dam
Raymond Diedhiou, Soussou Sambou, Seidou Kane, Issa Leye, Samo Diatta, Mousse Landing Sane, Didier Maria Ndione
Hydraulic and Fluids Mechanics Laboratory (HFML), Department of Physics, Faculty of Sciences and Technology, Cheikh Anta Diop University (UCAD), Dakar-Fann, Senegal
Hydraulic and Fluids Mechanics Laboratory (HFML), Department of Physics, Faculty of Sciences and Technology, Cheikh Anta Diop University (UCAD), Dakar-Fann, Senegal
Hydraulic and Fluids Mechanics Laboratory (HFML), Department of Physics, Faculty of Sciences and Technology, Cheikh Anta Diop University (UCAD), Dakar-Fann, Senegal
Hydraulic and Fluids Mechanics Laboratory (HFML), Department of Physics, Faculty of Sciences and Technology, Cheikh Anta Diop University (UCAD), Dakar-Fann, Senegal
Polytechnic High School of Thies, Thies, Senegal
Hydraulic and Fluids Mechanics Laboratory (HFML), Department of Physics, Faculty of Sciences and Technology, Cheikh Anta Diop University (UCAD), Dakar-Fann, Senegal
Hydraulic and Fluids Mechanics Laboratory (HFML), Department of Physics, Faculty of Sciences and Technology, Cheikh Anta Diop University (UCAD), Dakar-Fann, Senegal
Copyright © 2020 Raymond Diedhiou, Soussou Sambou, Seidou Kane, Issa Leye, Samo Diatta, Mousse Landing Sane, Didier Maria Ndione et al. This is
an open access article distributed under the Creative Commons Attribution
License, which permits unrestricted use, distribution, and reproduction in any
medium, provided the original work is properly cited.
How to Cite this Article
Diedhiou, R. , Sambou, S. , Kane, S. , Leye, I. , Diatta, S. , Sane, M. and Ndione, D. (2020) Calibration of HEC-RAS Model for One Dimensional Steady Flow Analysis—A Case of Senegal River Estuary Downstream Diama Dam.
Open Journal of Modern Hydrology,
10, 45-64. doi:
10.4236/ojmh.2020.103004.