TECHNICAL PAPERS
Oct 15, 2009

Investigation of Two Elemental Error Sources in Boat-Mounted Acoustic Doppler Current Profiler Measurements by Large Eddy Simulations

Publication: Journal of Hydraulic Engineering
Volume 135, Issue 11

Abstract

Measurements of water discharge and flow velocities in riverine and tidal environments are commonly made with acoustic Doppler current profilers (ADCPs) mounted on a moving boat. This paper presents results of high-resolution Large Eddy simulations (LES) conducted to investigate two elemental error sources in ADCP measurements from a moving boat. One of these errors is due to the flow disturbance induced by the boat-mounted ADCP. The other error is due to the lack of flow homogeneity in horizontal layers assumed by the ADCP algorithm to compute orthogonal velocities from the measured radial velocities along the acoustic beams. The first error is investigated by comparing LES results for an undisturbed flow field with LES results for a flow field disturbed by a boat-mounted ADCP. The second error is investigated by comparing the velocities beneath the ADCP simulated by LES with virtual ADCP velocities, which are obtained by applying the ADCP algorithm to LES velocities data mined along the path of the acoustic beams of the virtual profiler. The distribution of the Reynolds stresses beneath the ADCP estimated with the ADCP algorithm from the virtual ADCP velocity data are also compared with those obtained from the LES solutions for both the undisturbed and ADCP-disturbed flows. Results show that the boat significantly disturbs the flow field and that the disturbed flow field is qualitatively different from the flow fields observed around an isolated ADCP (no boat).

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Acknowledgments

This study is part of collaborative work between the IIHR-HydroScience and Engineering and the South Florida Water Management District (SFWMD) aimed at estimating ADCP measurement uncertainty. It builds upon work on measurement errors in ADCP measurements conducted through this collaboration and the work by others. In particular, it sheds light on two sources of measurement uncertainty discussed by Gonzalez-Castro and Muste (2007), namely near-transducer error and the spatial averaging error. The last author gratefully acknowledges the support of Robb Startzman and Matahel Ansar from SFWMD to launch an initiative aimed at evaluating the ADCP measurement uncertainties through collaborative work. The writers thank the National Center for High Performance Computing (NCHC) in Taiwan, in particular Dr. W.H. Tsai, for providing the computational resources needed to perform some of the simulations as part of the collaboration program between NCHC and IIHR-Hydroscience and Engineering. Use of trade, product, or commercial names does not imply endorsement by the South Florida Water Management District.

References

Abad, J. M. R., García, M., Cantero, M., and García, M. H. (2004). “Exploratory study of the influence of the wake produced by acoustic doppler velocimeter probes on the water velocities within measurement volume.” Proc., ASCE/EWRI World Water and Environmental Resources Congress (CD-ROM), ASCE, Reston, Va.
Bosch, G., and Rodi, W. (1998). “Simulation of vortex shedding past a square cylinder with different turbulence models.” Int. J. Numer. Methods Fluids, 28, 601–616.
Chang, Y. S., and Scotti, A. (2004). “Modeling unsteady turbulent flows over ripples: Reynolds-averaged Navier-Stokes equations (RANS) versus large-eddy simulation (LES).” J. Geophys. Res., 109, C09012.
Gartner, J. W., and Ganju, N. N. (2002). “A preliminary evaluation of near transducer velocities collected with low-blank acoustic Doppler current profiler.” Proc., ASCE-IAHR Hydraulic Measurements and Experimental Methods Conf. (CD-ROM), ASCE, Reston, Va.
Gonzalez-Castro, J. A., and Muste, M. (2007). “Framework for estimating uncertainty of ADCP measurements from a moving boat by standardized uncertainty analysis.” J. Hydraul. Eng., 133(12), 1390–1410.
Hussain, A. K. M. F., and Reynolds, W. C. (1975). “Measurements in a fully developed turbulent channel flow.” J. Fluids Eng., 97, 568–580.
Kim, D., Tokyay, T., Muste, M., Constantinescu, G., and Gonzales-Castro, J. A. (2009). “An experimental and numerical investigation of near-transducer errors in ADDCP measurements.” Proc., 33rd Int. Association for Hydraulic Research and Engineering (IAHR) Congress, R. Ettema, ed., ASCE, Reston, Va.
Kirkil, G., Constantinescu, S. G., and Ettema, R. (2008). “Coherent structures in the flow over a circular bridge pier at equilibrium scour conditions.” J. Hydraul. Eng., 134(5), 572–587.
Koken, M., and Constantinescu, G. (2008a). “An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel. Part I: Conditions corresponding to the initiation of the erosion and deposition process.” Water Resour. Res., 44, W08406.
Koken, M., and Constantinescu, G. (2008b). “An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel. Part II: Conditions corresponding to the final stages of the erosion and deposition process.” Water Resour. Res., 44, W08407.
Lohrmann, A., Hackett, B., and Roed, L. P. (1990). “High resolution measurements of turbulence, velocity, and stress using pulse-to-pulse coherent sonar.” J. Atmos. Ocean. Technol., 7(1), 19–37.
Mahesh, K., Constantinescu, S. G., Apte, S., Iaccarino, G., Ham, F., and Moin, P. (2006). “Large eddy simulation of reacting turbulent flows in complex geometries.” J. Appl. Mech., 73, 374–381.
Mahesh, K., Constantinescu, S. G., and Moin, P. (2004). “A numerical method for large eddy simulation in complex geometries.” J. Comput. Phys., 197, 215–240.
McCoy, A., Constantinescu, G., and Weber, L. (2006). “Exchange processes in a channel with two emerged groynes.” Flow, Turbul. Combust., 77, 97–126.
McCoy, A., Constantinescu, S. G., and Weber, L. (2007). “A numerical investigation of the dynamics of coherent structures and mass exchange processes in a channel flow with two lateral submerged groynes.” Water Resour. Res., 43, W05445.
McCoy, A., Constantinescu, S. G., and Weber, L. (2008). “Numerical investigation of flow hydrodynamics in a channel with a series of groynes.” J. Hydraul. Eng., 134(2), 157–172.
Mueller, D. (2004). “Evaluating flow disturbance effects on ADCP measurements.” Proc., 2004 Hydro-acoustics Workshop, ASCE, Reston, Va.
Mueller, D. S., Abad, J. D., García, C. M., Gartner, J. W., García, M. H., and Oberg, K. A. (2007). “Errors in acoustic Doppler profiler velocity measurements caused by flow disturbance.” J. Hydraul. Eng., 133(12), 1411–1420.
Muste, M., Kim, D., and Gonzales-Castro, J. A. (2009). “Near-transducer errors in ADCP measurements: Experimental findings.” J. Hydraul. Eng., submitted.
Muste, M., Kim, D., Gonzalez-Castro, J., Burkhardt, A., and Brownson, Z. (2006). “Near-transducer errors in Acoustic Doppler Current Profiler measurements.” Proc., ASCE-EWRI World Environmental and Water Resources Congress (CD-ROM), ASCE, Reston, Va.
Nystrom, E. A., Rehmann, C. R., and Oberg, K. A. (2007). “Evaluation of mean velocity and turbulence measurements with ADCPs.” J. Hydraul. Eng., 133(12), 1310–1318.
Radhakrishnan, S., Piomelli, U., Keating, A., and Lopes, A. S. (2006). “Reynolds averaged and large-eddy simulations of turbulent non-equilibrium flows.” J. Turbul., 7(63).
Rodi, W. (2006). “DNS and LES of some engineering flows.” Fluid Dyn. Res., 38, 145–173.
Rodi, W., Ferziger, J. H., Breuer, M., and Pourquie, M. (1997). “Status of large eddy simulation: Results of a workshop.” J. Fluids Eng., 119, 248–262.
Stacey, M., Monismith, S., and Burau, J. (1999). “Measurements of Reynolds stress profiles in unstratified tidal flow.” J. Geophys. Res., [Oceans], 104(C5), 10933–10949.
Tokyay, T., and Constantinescu, S. G. (2006). “Validation of a Large Eddy Simulation model to simulate flow in pump intakes of realistic geometry.” J. Hydraul. Eng., 132(12), 1303–1315.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 135Issue 11November 2009
Pages: 875 - 887

History

Received: May 21, 2008
Accepted: Feb 26, 2009
Published online: Oct 15, 2009
Published in print: Nov 2009

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Authors

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T. Tokyay, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, IIHR-Hydroscience and Engineering, Univ. of Iowa, Stanley Hydraulics Laboratory, Iowa City, IA 52242. E-mail: [email protected]
G. Constantinescu, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, IIHR-Hydroscience and Engineering, Univ. of Iowa, Stanley Hydraulics Laboratory, Iowa City, IA 52242 (corresponding author). E-mail: [email protected]
Juan A. Gonzalez-Castro, M.ASCE [email protected]
Chief Consulting Engineer, Operations and Hydro Data Management Division, South Florida Water Management District, West Palm Beach, FL 33410. E-mail: [email protected]

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