Hydrological and hydraulic model for flood forecasting in Rwanda

Author(s):  
Gisele Icyimpaye ◽  
Chérifa Abdelbaki ◽  
Khaldoon A. Mourad
Author(s):  
C Girard ◽  
T Godfroy ◽  
M Erlich ◽  
E David ◽  
C Sorbet ◽  
...  

2016 ◽  
Vol 532 ◽  
pp. 52-64 ◽  
Author(s):  
J. Habert ◽  
S. Ricci ◽  
E. Le Pape ◽  
O. Thual ◽  
A. Piacentini ◽  
...  

2007 ◽  
Vol 29 (3) ◽  
pp. 271-283
Author(s):  
Nguyen Van Diep

My research & development activity in the field of environmental & natural fluid mechanics has been started after one year's working visit, proposed by Prof. Nguyen Van Dao, at the Laboratoire National d'Hydraulique de France in Chatou, France (1979-1980). Until now this activity is still a most important one.In the paper it is presented some selected scientific results in one of hydrodynamic problems for flood forecasting and flood control: developing of the 1D hydraulic model, 1D & quasi 2D model, 1D hydraulic model for dam break flow , 2D hydraulic model, coupling of 1D and 2D hydraulic models and some theirs applications for flood forecasting and flood control in the Red River System.This paper is dedicated to the memory of Prof. Nguyen Van Dao, with whom I had a big chance to work and to collaborate during about 30 years, to whom I would like to express my heartfelt thanks.


2018 ◽  
Vol 562 ◽  
pp. 623-634 ◽  
Author(s):  
S. Barthélémy ◽  
S. Ricci ◽  
T. Morel ◽  
N. Goutal ◽  
E. Le Pape ◽  
...  

2016 ◽  
Vol 12 (4) ◽  
pp. 10-21
Author(s):  
Veronica Ivanescu ◽  
Radu Drobot

Abstract Flash floods are highly variable phenomena in both time and space. Therefore, tools with the potential to provide early warning are needed to analyse them. In Europe, flash floods often occur on small catchments; it has already been shown that the spatial variability of rainfall has a great impact on the catchment response. The aim of this paper is to use a coupled hydrological-hydraulic model (MIKE SHE/MIKE 11) to determine the rainfall thresholds and transformation coefficients from hourly rain to other durations, which will lead to flooding of the inhabited areas to the ungauged Ungureni catchment. The model was calibrated and validated using a reference discharge previously obtained by UTCB at the downstream gauge section of Teleorman River (Tatarastii de Sus) using MIKE 11 UHM module. Once the rainfall thresholds are determined, they can be used in flood forecasting and issuing warning with lead time for the inhabitants of the two villages located in Ungureni watershed. The method proposed in this paper can be used for other watersheds prone to flooding, so warnings can be issued with lead time.


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