Two-Dimensional Hydraulic Modeling of Existing and Original Bridges at I-35 and Cimarron River

2001 ◽  
Author(s):  
Gabriel A. Bruehl ◽  
Avdhesh K. Tyagi
Keyword(s):  
Hydraulic Modeling ◽  
Two Dimensional ◽  
Cimarron River

Basics for Hydraulic Modelling of Flood Runoff Using Advanced Hydroinformatic Tools

2015 ◽  
pp. 205-239 ◽  
Author(s):  
Ioan David ◽  
Erika Beilicci ◽  
Robert Beilicci
Keyword(s):  
Water Management ◽  
Hydrological Modeling ◽  
Hydraulic Modeling ◽  
Special Importance ◽  
Two Dimensional ◽  
Representative Case ◽  
River Modeling ◽  
Basic Equations ◽  
Real Flow ◽  
Fundamental Equations

The first part of the chapter presents general and specific issues concerning the use of hydroinformatic tools in hydraulic modeling as important step in decision-making activities in extreme situations such as floods. The special importance of these issues is the fact that currently cannot conceive a project related to water management without the use of computer modeling / simulation. It is shortly presented the usual simplified schematizations of real flow systems which are applied usually for flood modeling: one-dimensional (1D), two-dimensional (2D) or her combination. Based on the general principles of continuum mechanics the fundamental equations of hydrodynamics are deducted which stay on base of the river modeling. For the 1D schemes discussed the particular forms of the basic equations. To illustrate the above explanations in the next section modeling applications for several representative case studies will be presented using three known hydrodynamic/ hydrological modeling packages, namely DUFLOW, HEC-RAS, MIKE-11.

Basics for Hydraulic Modelling of Flood Runoff Using Advanced Hydroinformatic Tools

2016 ◽  
pp. 1291-1318
Author(s):  
Ioan David ◽  
Erika Beilicci ◽  
Robert Beilicci
Keyword(s):  
Water Management ◽  
Hydrological Modeling ◽  
Hydraulic Modeling ◽  
Special Importance ◽  
Two Dimensional ◽  
Representative Case ◽  
River Modeling ◽  
Basic Equations ◽  
Real Flow ◽  
Fundamental Equations

The first part of the chapter presents general and specific issues concerning the use of hydroinformatic tools in hydraulic modeling as important step in decision-making activities in extreme situations such as floods. The special importance of these issues is the fact that currently cannot conceive a project related to water management without the use of computer modeling / simulation. It is shortly presented the usual simplified schematizations of real flow systems which are applied usually for flood modeling: one-dimensional (1D), two-dimensional (2D) or her combination. Based on the general principles of continuum mechanics the fundamental equations of hydrodynamics are deducted which stay on base of the river modeling. For the 1D schemes discussed the particular forms of the basic equations. To illustrate the above explanations in the next section modeling applications for several representative case studies will be presented using three known hydrodynamic/ hydrological modeling packages, namely DUFLOW, HEC-RAS, MIKE-11.

Two-Dimensional Hydraulic Modeling and Analysis of Morphological Changes in the Palancia River (Spain) During a Severe Flood Event on October 2000

2013 ◽  
pp. 339-342
Author(s):  
Beatriz Nácher-Rodríguez ◽  
Ignacio Andrés-Doménech ◽  
Carles Sanchis-Ibor ◽  
Francisca Segura-Beltrán ◽  
Francisco J. Vallés-Morán ◽  
...  
Keyword(s):  
Morphological Changes ◽  
Hydraulic Modeling ◽  
Flood Event ◽  
Two Dimensional ◽  
Modeling And Analysis ◽  
Severe Flood
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