Technical Papers
Sep 19, 2016

Applications of Computational Fluid Dynamics to Flow Ratings at Prototype Spillways and Weirs. I: Data Generation and Validation

Publication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 1

Abstract

Accurate flow ratings at water-control structures are essential for water-resource management. This paper presents an approach to obtain numerically generated data using computational fluid dynamics (CFD) to complement field measurements needed to improve spillway flow-rating formulas. The procedure to generate CFD flow data described herein is based on solving Reynolds-Averaged Navier-Stokes equations using the κ-ε turbulence closure model with the free surface resolved by the volume of fluid (VOF) method. The steps for setting the computational domain, generating the mesh, selecting the boundary conditions, and choosing a convergence criteria for the simulations are discussed. The turbulence closure model and VOF method for the present application are verified with data from laboratory measurements of submerged jet flow below a gate and in a sharp open-channel bend. CFD flow data generation is validated with laboratory and field measurements for gated ogee spillways in south Florida. The results presented here demonstrate that CFD is a plausible alternative to complement data measured at prototype structures and reduced-scale models for the purpose of calibration and validation of rating formulas used for real-time flow monitoring at prototype water-control structures.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 143Issue 1January 2017

History

Received: Oct 23, 2015
Accepted: Jul 13, 2016
Published online: Sep 19, 2016
Published in print: Jan 1, 2017
Discussion open until: Feb 19, 2017

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Jie Zeng, M.ASCE [email protected]
Lead Engineer, Hydrology and Hydraulics Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406. E-mail: [email protected]
Liqiong Zhang, M.ASCE [email protected]
Lead Engineer, Hydrology and Hydraulics Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406. E-mail: [email protected]
Matahel Ansar [email protected]
Section Administrator, Hydrology and Hydraulics Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406 (corresponding author). E-mail: [email protected]
Emile Damisse, M.ASCE [email protected]
Section Leader, Hydrology and Hydraulics Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406. E-mail: [email protected]
Juan A. González-Castro, M.ASCE [email protected]
Section Leader, Infrastructure Management Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406. E-mail: [email protected]

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