scholarly journals Correction to: experimental investigations and soft computations for predicting the erosion mechanisms and peak outflow discharge caused by embankment dam breach

2021 ◽  
Vol 14 (9) ◽  
Author(s):  
Kamran Kouzehgar ◽  
Yousef Hassanzadeh ◽  
Saeid Eslamian ◽  
Mikaeil Yousefzadeh Fard ◽  
Alireza Babaeian Amini
Keyword(s):  
Experimental Investigations ◽  
Embankment Dam ◽  
Dam Breach ◽  
Peak Outflow ◽  
Erosion Mechanisms

Experimental investigations and soft computations for predicting the erosion mechanisms and peak outflow discharge caused by embankment dam breach

2021 ◽  
Vol 14 (7) ◽  
Author(s):  
Kamran Kouzehgar ◽  
Yousef Hassanzadeh ◽  
Saeid Eslamian ◽  
Mikaeil Yousefzadeh Fard ◽  
Alireza Babaeian Amini
Keyword(s):  
Experimental Investigations ◽  
Embankment Dam ◽  
Dam Breach ◽  
Peak Outflow ◽  
Erosion Mechanisms

Mechanism of embankment dam breach

2014 ◽  
pp. 1655-1659
Author(s):  
Deepak Verma ◽  
Baldev Setia ◽  
V Arora
Keyword(s):  
Embankment Dam ◽  
Dam Breach

scholarly journals Generalized Regression Neural Network for Prediction of Peak Outflow from Dam Breach

2016 ◽  
Vol 31 (1) ◽  
pp. 549-562 ◽  
Author(s):  
Saad SH. Sammen ◽  
T. A. Mohamed ◽  
A. H. Ghazali ◽  
A. H. El-Shafie ◽  
L. M. Sidek
Keyword(s):  
Neural Network ◽  
Generalized Regression Neural Network ◽  
Dam Breach ◽  
Generalized Regression ◽  
Peak Outflow

Genetic Programming Simulation of Dam Breach Hydrograph and Peak Outflow Discharge

2014 ◽  
Vol 19 (4) ◽  
pp. 757-768 ◽  
Author(s):  
Habib Hakimzadeh ◽  
Vahid Nourani ◽  
Alireza Babaeian Amini
Keyword(s):  
Genetic Programming ◽  
Dam Breach ◽  
Peak Outflow

scholarly journals Study of Dam-break Due to Overtopping of Four Small Dams in the Czech Republic

2015 ◽  
Vol 63 (3) ◽  
pp. 717-729 ◽  
Author(s):  
Zakaraya Alhasan ◽  
Jan Jandora ◽  
Jaromír Říha
Keyword(s):  
Czech Republic ◽  
Reasonable Agreement ◽  
Field Data ◽  
Computer Code ◽  
Dam Break ◽  
Embankment Dam ◽  
Dam Breach ◽  
The Czech Republic ◽  
One Dimensional ◽  
Small Dams

Dam-break due to overtopping is one of the most common types of embankment dam failures. During the floods in August 2002 in the Czech Republic, several small dams collapsed due to overtopping. In this paper, an analysis of the dam break process at the Luh, Velký Bělčický, Melín, and Metelský dams breached during the 2002 flood is presented. Comprehensive identification and analysis of the dam shape, properties of dam material and failure scenarios were carried out after the flood event to assemble data for the calibration of a numerical dam break model. A simple one-dimensional mathematical model was proposed for use in dam breach simulation, and a computer code was compiled. The model was calibrated using the field data mentioned above. Comparison of the erodibility parameters gained from the model showed reasonable agreement with the results of other authors.

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