Chapter
May 16, 2024

Hydrodynamic Interactions at Multi-Gated and Dual Spillways

Publication: World Environmental and Water Resources Congress 2024

ABSTRACT

This study employed computational fluid dynamics (CFD) to investigate hydrodynamic interactions at multi-gated and dual spillways. When spillways with multiple gates or multiple spillways in proximity share the same headwater pool and discharge into a common downstream area, their interactions can significantly influence their flow dynamics. This research focuses on understanding how these interactions can affect the actual discharge, which may differ from the theoretically combined singular operation discharge of each gate or spillway. Discharge through a six-gated spillway S-65E in the Kissimmee River and dual spillways S-333 and S-333N in Miami-Dade County were simulated using CFD. Through numerical modeling, it was discovered that multi-operation scenarios, where more than one gate at a spillway is in operation, or dual spillways operate simultaneously, can lead to a reduction in conveyance capacity of the spillways with potential implications for flood control, water supply management, and hydraulic operations. In some cases, this reduction can be as much as 5%, highlighting the importance of considering hydrodynamic interactions in spillway design and operation.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

REFERENCES

Ansar, M., and Chen, Z. (2009). Generalized flow rating equations at prototype gated spillways. J. Hydraul. Eng., 135(7):602–608.
Lee, J. H., Julien, P. Y., and Thornton, C. I. (2019). Interference of Dual Spillways Operations. J. Hydraul. Eng., 145(5), 04019014.
Rakib, Z., and Zeng, J. (2019). Application of CFD to improve hydrodynamic modeling to estimate local head loss induced by canal confluence. In World Environmental and Water Resources Congress 2019, pp. 178–191. Reston, VA: American Society of Civil Engineers.
Rakib, Z., Zeng, J., Ansar, M., and Hajimirzaie, S. (2022). Application of semiautomated CFD-based flow rating approach to hydraulic structures in South Florida. J. Irrig. Drain. Eng., 148(9), 06022004.
Rakib, Z., Zeng, J., Ansar, M., and Hajimirzaie, S. (2022). Energy Dissipation Design of Low-Head Hydraulic Structures Using Computational Fluid Dynamics Model. In World Environmental and Water Resources Congress 2022, pp. 297–310. Reston, VA: American Society of Civil Engineers.
Zeng, J., Ansar, M., Rakib, Z., Wilsnack, M., and Chen, Z. (2019). “Applications of computational fluid dynamics to flow rating development at complex prototype hydraulic structures: Case study.” J. Irrig. Drain. Eng., 145(12), 05019009.
Zeng, J., Chen, Z., Ansar, M., Rakib, Z., and Wilsnack, M. (2021). “Transitional flow analysis at prototype gated spillways in South Florida.” J. Irrig. Drain. Eng., 147(2), 04020042.
Zeng, J., Rakib, Z., and Ansar, M. (2023). Application of CFD Modeling to Improve Calibration of 2D Hydraulic Model. In World Environmental and Water Resources Congress 2023, pp. 174–184. Reston, VA: American Society of Civil Engineers.
Zeng, J., Rakib, Z., Ansar, M., and Cadavid, L. (2024). Application of Computational Fluid Dynamics Modeling to Study Maximum Allowable Gate Openings at Spillways. In World Environmental and Water Resources Congress 2024. Reston, VA: American Society of Civil Engineers.
Zeng, J., Rakib, Z., Ansar, M., and Hajimirzaie, S. (2020). Optimization and risk assessment in design and operation of hydraulic structures using three-dimensional CFD modeling. In World Environmental and Water Resources Congress 2020, pp. 170–182. Reston, VA: American Society of Civil Engineers.
Zeng, J., Rakib, Z., Ansar, M., Hajimirzaie, S., and Chen, Z. (2020). Application of hybrid flow data and dimensional analysis to gated-culvert flow estimation. J. Irrig. Drain. Eng., 146(9), 04020026.
Zeng, J., Zhang, L., Ansar, M., Damisse, E., and González-Castro, J. A. (2017). “Applications of computational fluid dynamics to flow ratings at prototype spillways and weirs. I: Data generation and validation.” J. Irrig. Drain. Eng., 143(1), 04016072.

Information & Authors

Information

Published In

Go to World Environmental and Water Resources Congress 2024
World Environmental and Water Resources Congress 2024
Pages: 762 - 771

History

Published online: May 16, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Zubayed Rakib, P.E. [email protected]
1Lead Engineer, Hydrology and Hydraulics Bureau, South Florida Water Management District, West Palm Beach, FL. Email: [email protected]
Jie Zeng, Ph.D., P.E. [email protected]
2Principal Engineer, Hydrology and Hydraulics Bureau, South Florida Water Management District, West Palm Beach, FL. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$286.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$286.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share