Technical Papers
Apr 26, 2024

New Method to Calculate Friction Velocity in Smooth Channel Flows Using Direct Numerical Simulation Data

Publication: Journal of Hydraulic Engineering
Volume 150, Issue 4

Abstract

In this paper, we leverage the direct numerical simulation (DNS) data for closed-channel flow for a range of friction Reynolds number (Reτ1805,000) to develop a new one-point friction velocity method (OPFVM) to calculate friction velocity U* in terms of free-surface velocity Um, flow depth h, and kinematic viscosity ν. In contrast to prevalent methods that require several cumbersome near boundary measurements to obtain friction velocity, the OPFVM relies on a single easy-to-measure free-surface velocity measurement. The formulation is used to obtain friction velocity for a closed-channel flow (CCF) DNS regime with Reτ=10,049 and on four open-channel flow (OCF) DNS regimes with Reτ1802,000. The same formulation was then experimentally verified in our laboratory. To avoid being prescriptive, a sensitivity analysis was performed to determine the permissible variation in Um to restrict the error in estimated U* to 2%. The relationship between the depth-averaged velocity Ub and the maximum free-stream velocity Um is also explored using the DNS data sets and an approximate relationship between Ub and Um is proposed. With advances in remote-sensing technology that enables free-stream velocity measurements, this method extends the potential to measure even the friction velocity remotely.

Practical Applications

Measuring friction velocity U* is difficult in both laboratory and field settings for engineers and scientists. The proposed new method overcomes this challenge to estimate the friction velocity U* by measuring the velocity Um close to the free surface, flow depth h, and temperature (for viscosity). Because near-surface measurement of velocity is not difficult, this method greatly simplifies the measurement of U* with better accuracy than other prevalent methods in practice. In addition, direct numerical simulation (DNS) data has been used to estimate the average velocity Ub using the measured free-stream velocity Um, which further enables measurement of discharge using a single-point measurement of velocity near the free surface in smooth channels.

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Data Availability Statement

The data for experimental profiles entitled LDA can be obtained from the corresponding author upon reasonable request. The DNS data sets used during the study were provided by a third party. Direct requests for DNS data sets may be made to the provider as indicated in the Acknowledgments.

Acknowledgments

We are grateful to the John Hopkins Turbulence Center (https://turbulence.pha.jhu.edu/), the TU datalib repository (https://tudatalib.ulb.tu-darmstadt.de/handle/tudatalib/2990), and the Texas repository (https://dataverse.tdl.org/dataverse/tocf/) for making available the DNS data sets used in this study. We thank the reviewers for their constructive comments and recommendations.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 150Issue 4July 2024

History

Received: Apr 21, 2023
Accepted: Jan 26, 2024
Published online: Apr 26, 2024
Published in print: Jul 1, 2024
Discussion open until: Sep 26, 2024

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Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). ORCID: https://orcid.org/0000-0001-7743-0875. Email: [email protected]
S. Karan Venayagamoorthy, Ph.D., A.M.ASCE https://orcid.org/0000-0001-7895-4144 [email protected]
Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523. ORCID: https://orcid.org/0000-0001-7895-4144. Email: [email protected]

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