[PDF][PDF] Comparison of scenarios with and without bridges and analysis of backwater effect in 1-D and 2-D river flood modeling
2015 - researchgate.net
In this paper the impact induced by bridges on the river flow is studied applying 1-D and 2-D
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
Comparison of scenarios with and without bridges and analysis of backwater effect in 1-D and 2-D river flood modeling
P Costabile, F Macchione, L Natale… - … IN ENGINEERING & …, 2015 - iris.unipv.it
In this paper the impact induced by bridges on the river flow is studied applying 1-D and 2-D
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
Comparison of Scenarios with and without Bridges and Analysis of Backwater Effect in 1-D and 2-D River Flood Modeling
P Costabile, F Macchione, L Natale… - … IN ENGINEERING & …, 2015 - iris.unical.it
In this paper the impact induced by bridges on the river flow is studied applying 1-D and 2-D
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
[PDF][PDF] Comparison of Scenarios with and without Bridges and Analysis of Backwater Effect in 1-D and 2-D River Flood Modeling
P Costabile, F Macchione, L Natale, G Petaccia - CMES, 2015 - researchgate.net
In this paper the impact induced by bridges on the river flow is studied applying 1-D and 2-D
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
[PDF][PDF] Comparison of Scenarios with and without Bridges and Analysis of Backwater Effect in 1-D and 2-D River Flood Modeling
P Costabile, F Macchione, L Natale, G Petaccia - 2015 - cdn.techscience.cn
In this paper the impact induced by bridges on the river flow is studied applying 1-D and 2-D
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
[PDF][PDF] Comparison of Scenarios with and without Bridges and Analysis of Backwater Effect in 1-D and 2-D River Flood Modeling
P Costabile, F Macchione, L Natale, G Petaccia - CMES, 2015 - academia.edu
In this paper the impact induced by bridges on the river flow is studied applying 1-D and 2-D
unsteady flow models. Both the models are based on the Shallow Water Equations written in …
unsteady flow models. Both the models are based on the Shallow Water Equations written in …