Abstract
Water control operations in South Florida often involve the estimation of transition flow at low-head gated spillways for flood control, water supply, and water quality compliance purposes. Approaches to nontransitional flow computation have been extensively investigated, and their accuracy and applicability have been rigorously verified. However, computational algorithms for transitional flows have not generally been accepted by engineering practitioners; arguments even exist with regard to the criteria used to delineate different transitional flow regions. In this study, a generalized discharge rating equation for spillways is proposed that, in contrast to the classical flow-type-separation approaches, can estimate both transitional and nontransitional flow rates. Several verification tests were performed, including a consistency analysis of the proposed equation compared to classical flow equations for different flow conditions and its verification with field and laboratory data. The performance of the proposed equation in transitional flow regions was further evaluated using computational fluid dynamics (CFD) simulations. The discharge estimates agree well with measurements and classical rating equations, with overall computation absolute relative errors of less than 8%. Finally, the inherent limitations of traditional spillway flow-type-separation approaches were analyzed, and the analysis suggested that the generalized equation is a better alternative to overcome the hard-to-define transition thresholds and resolve the discharge discontinuity issue.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available from the corresponding author upon request (field measurements, CFD simulated results). The physical model data are available from the associated reference cited.
Acknowledgments
The authors recognize the South Florida Water Management District Streamgauging Team for their excellence in planning, collecting, quality assuring, quality controlling and archiving of the field flow measurements. Suggestions from anonymous reviewers to improve the discussion and analysis of transition flows is highly appreciated.
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© 2020 American Society of Civil Engineers.
History
Received: Mar 13, 2020
Accepted: Aug 25, 2020
Published online: Nov 20, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 20, 2021
ASCE Technical Topics:
- Business management
- Computational fluid dynamics technique
- Computing in civil engineering
- Engineering fundamentals
- Environmental engineering
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid flow
- Fluid mechanics
- Hydraulic engineering
- Hydraulic structures
- Hydrologic engineering
- Management methods
- Methodology (by type)
- Practice and Profession
- Ratings
- Research methods (by type)
- Spillways
- Verification
- Water and water resources
- Water management
- Water quality
- Water supply
- Water treatment
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