Chapter
Apr 26, 2012
Submerged Weir Flow at Prototype Gated Spillways
Authors: Matahel Ansar and Juan A. Gonzalez-CastroAuthor Affiliations
Publication: World Water & Environmental Resources Congress 2003
Abstract
Submerged weir flow is one of the most difficult flow conditions to accurately predict at gated spillways. Previous research work has mostly focused on submerged weir flow measured in small-scale laboratory models. In this paper, we develop a submerged weir flow equation based on field measurements collected with an Acoustic Doppler Current Profiler at several prototype gated spillways in southern Florida. The proposed method is developed using dimensional analysis. This method is compared with field measurements and several previously published submerged weir equations.
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Copyright
© 2003 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Acoustics
- Barriers (by type)
- Detection methods
- Doppler systems
- Engineering fundamentals
- Equipment and machinery
- Flow (fluid dynamics)
- Flow measurement
- Fluid dynamics
- Fluid mechanics
- Hydraulic engineering
- Hydraulic structures
- Hydrologic engineering
- Infrastructure
- Light rail transit
- Measurement (by type)
- Measuring instruments
- Methodology (by type)
- Models (by type)
- Protective structures
- Rail transportation
- Scale models
- Spillways
- Structural engineering
- Structures (by type)
- Submerged flow
- Transportation engineering
- Water and water resources
- Weirs
Authors
Affiliations
Matahel Ansar
Lead Civil Engineer; South Florida Water Management District; Hydrology and Hydraulics Department
Juan A. Gonzalez-Castro
Lead Civil Engineer; South Florida Water Management District; Hydrology and Hydraulics Department
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