A comparative study of two unsteady one-dimensional open channel flow models: Full Equations Model (FEQ) and River Analysis System (HEC-RAS)

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Name thesis:degree_name

M.S.

Level thesis:degree_level

Thesis

Discipline thesis:degree_discipline

Civil Engineering

Grantor

University of Illinois at Urbana-Champaign

Year dc:date

2016

Author dc:creator

• Ancalle Reyes, David S

Contributors dc:contributor

• Garcia, Marcelo H.

• Open channel
• Flow
• Hydraulic
• Hydrologic engineering center's river analysis system (HEC-RAS)
• Full equations model (FEQ)
• Unsteady
• One-dimensional
• Dam break
• Bankfull flow
• Tidal effect

Statement dc:rights

• Copyright 2016 David Ancalle Reyes

Language dc:language

en

Handle dc:identifier

http://hdl.handle.net/2142/92682

OAI identifier oai:identifier

oai:www.ideals.illinois.edu:2142/92682