Technical Papers
Jul 27, 2021

Dynamic Selection of Exposure Time for Turbulent Flow Measurements

Publication: Journal of Hydraulic Engineering
Volume 147, Issue 10

Abstract

The selection of optimum sampling configurations to measure the aspects of turbulent flow of water depends on the variable being measured, the applied measurement technique, the degree of environmental noise, and flow characteristics in and near the sampling location. This work presents a method to dynamically select the exposure time (SET) during the flow-velocity measurement at each sampling location on the basis of the moving block bootstrap (MBB) technique. The MBB enables near real-time estimation of the confidence intervals and, subsequently, the COV for turbulence parameters. The dynamic SET method has been tested in this work using time series of synthetic turbulent flow-velocity signals. This method was implemented using actual flow-velocity signals recorded with acoustic Doppler velocity (ADVs) instruments and acoustic Doppler current profilers (ADCPs). The results obtained from the implementation of the dynamic SET method show that the sampling time to achieve a defined uncertainty threshold is not the same for different turbulence parameters. Consequently, using the dynamic SET method, the exposure time can be optimized to obtain the turbulence parameters with the required uncertainty level. The dynamic SET method can be implemented in the instrument’s data logger to dynamically select the exposure time during flow measurements for a given uncertainty of the required turbulence parameter.

Get full access to this article

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

Data Availability Statement

The data files of the measurements used in this paper are available from the USGS data release by Oberg et al. (2021) (https://doi.org/10.5066/P9RQPHQL).

Acknowledgments

Disclaimer

The use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the US Government. Nor does it constitute or imply endorsement, recommendation, or warranty thereof by the authors.

References

Chanson, H., M. Trevethan, and C. Koch. 2007. “Discussion of ‘turbulence measurements with acoustic Doppler velocimeters’ by Carlos M. García, Mariano I. Cantero, Yarko Niño, and Marcelo H. García.” J. Hydraul. Eng. 133 (11): 1283–1286. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:11(1283).
Cohn, T. A., J. E. Kiang, and R. R. Mason. 2013. “Estimating discharge measurement uncertainty using the interpolated variance estimator.” J. Hydraul. Eng. 139 (5): 502–510. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000695.
Efron, B. 1979. “Bootstrap methods: Another look at the jackknife.” Ann. Stat. 7 (1): 1–26. https://doi.org/10.1214/aos/1176344552.
Efron, B., and R. Tibshirani. 1993. An introduction to the bootstrap. New York: Chapman and Hall.
García, C. M., M. I. Cantero, Y. Niño, and M. H. García. 2005. “Turbulence measurements with acoustic Doppler velocimeters.” J. Hydraul. Eng. 131 (12): 1062–1073. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:12(1062).
García, C. M., P. R. Jackson, and M. H. García. 2006. “Confidence intervals in the determination of turbulence parameters.” Exp. Fluids 40 (4): 514–522. https://doi.org/10.1007/s00348-005-0091-8.
Gil Montero, V. G., M. Romagnoli, C. M. García, M. I. Cantero, and G. Scacchi. 2014. “Optimization of ADV sampling strategies using DNS of turbulent flow.” J. Hydraul. Res. 52 (6): 862–869. https://doi.org/10.1080/00221686.2014.967818.
Goring, D. G., and V. I. Nikora. 2002. “Despiking acoustic Doppler velocimeter data.” J. Hydraul. Eng. 128 (1): 117–126. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:1(117).
Huang, H. 2012. “Uncertainty model for in situ quality control of stationary ADCP open-channel discharge measurement.” J. Hydraul. Eng. 138 (1): 4–12. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000492.
ISO. 1992. Liquid flow measurement in open channels: Flow measurements under ice conditions ISO/TS 9196:1992. Geneva: ISO.
ISO. 2007. Hydrometry. Measurement of liquid flow in open channels using current-meters or floats. ISO/TS 748:2007. Geneva: ISO.
Klema, M. R., A. G. Pirzado, S. K. Venayagamoorthy, and T. K. Gates. 2020. “Analysis of acoustic Doppler current profiler mean velocity measurements in shallow flows.” Flow Meas. Instrum. 74 (Aug): 101755. https://doi.org/10.1016/j.flowmeasinst.2020.101755.
Kunsch, H. 1989. “The jackknife and the bootstrap for general stationary observations.” Ann. Stat. 17 (3): 1217–1241. https://doi.org/10.1214/aos/1176347265.
Mueller, D. S., C. R. Wagner, M. S. Rehmel, K. A. Oberg, and F. Rainville. 2013. Measuring discharge with acoustic Doppler current profilers from a moving boat (v. 2.0, December 2013), 95. Reston, VA: USGS.
Muste, M., D. A. Lyn, D. Admiraal, R. Ettema, V. Nikora, and M. H. Garcia. 2017. Experimental hydraulics: Methods, Instrumentation, data processing and management. Volume I: Fundamentals and methods. London: CRC Press.
Muste, M., T. Vermeyen, R. Hotchkiss, and K. A. Oberg. 2007. “Acoustic velocimetry for riverine environments.” J. Hydraul. Eng. 133 (12): 1297–1298. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:12(1297).
Oberg, K. A., J. M. Díaz Lozada, C. M. García, and G. Scacchi. 2021. Data for the development of a new method for dynamically estimating exposure time for turbulent flow measurements.” In US Geological Survey data release. Washington, DC: USGS.
OTT. 2007. “Operating instructions: Acoustic, digital current meter.” Accessed August 27, 2020. https://www.ott.com/download/operating-instructions-acoustic-digital -current-meter-ott-adc/.
Pelletier, P. M. 1988. “Uncertainties in the single determination of river discharge: A literature review.” Can. J. Civ. Eng. 15 (5): 834–850. https://doi.org/10.1139/l88-109.
Politis, D., and H. White. 2004. “Automatic block-length selection for the dependent bootstrap.” Econ. Rev. 23 (1): 53–70. https://doi.org/10.1081/ETC-120028836.
Pope, S. 2000. Turbulent flows. Cambridge, UK: Cambridge University Press.
Rehmel, M. 2007. “Application of acoustic Doppler velocimeters for streamflow measurements.” J. Hydraul. Eng. 133 (12): 1433–1438. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:12(1433).
Scacchi, G. B. 2017. “Interacción entre el flujo turbulento y los procesos de erosión junto a estribos de puentes protegidos. Estudios experimentales [interaction between turbulent flow and erosion processes around a bridge abutment].” [In Spanish.] Ph.D. thesis, Facultad de Ingeniería y Ciencias Hídricas-Universidad Nacional del Litoral.
SonTek. 2017. RiverSurveyor S5/M9 system manual. San Diego: SonTek.
Teledyne RD Instruments. 2014. SxS Pro user’s guide. Poway, CA: Teledyne RD Instruments.
Turnipseed, D. P., and V. B. Sauer. 2010. “Discharge measurements at gaging stations.” In Techniques and methods, 87. Reston, VA: USGS.
USGS. 2004. Policy on the use of the FlowTracker for discharge measurements: Technical memorandum 2004.04. Washington, DC: USGS.
USGS. 2020. USGS water data for the nation. National water information system. Washington, DC: USGS.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 147Issue 10October 2021

History

Received: Aug 18, 2020
Accepted: May 3, 2021
Published online: Jul 27, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 27, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

José M. Díaz Lozada [email protected]
Assistant Professor, Institute for Advanced Studies for Engineering and Technology (IDIT CONICET/UNC)—FCEFyN, National Univ. of Córdoba, Av. Vélez Sarsfield 1611, Ciudad Universitaria, Córdoba X5016GCA, Argentina (corresponding author). Email: [email protected]
Carlos M. García [email protected]
Professor, Institute for Advanced Studies for Engineering and Technology (IDIT CONICET/UNC)—FCEFyN, National Univ. of Córdoba, Av. Vélez Sarsfield 1611, Ciudad Universitaria, Córdoba X5016GCA, Argentina. Email: [email protected].
Graciela Scacchi [email protected]
Associate Professor, Faculty of Engineering and Water Sciences, National Univ. of Littoral (FICH-UNL), Ruta Nacional N° 168 - Km 472,4, Santa Fe S3000FQQ, Argentina. Email: [email protected]
Kevin A. Oberg [email protected]
Scientist Emeritus, U.S. Geological Survey, 405 N. Goodwin Ave., Urbana, Illinois, IL 61801; Associate Researcher, National Institute of Water, Argentina. 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.

Cited by

  • Hydrodynamic Structure and Turbulent Characteristics of Low-Slope Bedrock Bend Reach with Constant Curvature, Journal of Hydraulic Engineering, 10.1061/(ASCE)HY.1943-7900.0001995, 148, 9, (2022).
  • Fish body geometry reduces the upstream velocity profile in subcritical flowing waters, Aquatic Sciences, 10.1007/s00027-022-00863-6, 84, 3, (2022).

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share