Errors in Acoustic Doppler Profiler Velocity Measurements Caused by Flow Disturbance
Publication: Journal of Hydraulic Engineering
Volume 133, Issue 12
Abstract
Acoustic Doppler current profilers (ADCPs) are commonly used to measure streamflow and water velocities in rivers and streams. This paper presents laboratory, field, and numerical model evidence of errors in ADCP measurements caused by flow disturbance. A state-of-the-art three-dimensional computational fluid dynamic model is validated with and used to complement field and laboratory observations of flow disturbance and its effect on measured velocities. Results show that near the instrument, flow velocities measured by the ADCP are neither the undisturbed stream velocity nor the velocity of the flow field around the ADCP. The velocities measured by the ADCP are biased low due to the downward flow near the upstream face of the ADCP and upward recovering flow in the path of downstream transducer, which violate the flow homogeneity assumption used to transform beam velocities into Cartesian velocity components. The magnitude of the bias is dependent on the deployment configuration, the diameter of the instrument, and the approach velocity, and was observed to range from more than 25% at from the transducers to less than 1% at about from the transducers for the scenarios simulated.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The U.S Geological Survey and Environment Canada provided financial support for this work. The writers are grateful to Mariano I. Cantero for providing valuable suggestions and to Rodrigo A. Musalem and Francisco Pedocchi for their assistance with laboratory experiments.
References
Abad, J. D., Musalem, R. A., Garcia, C. M., Cantero, M. I., and Garcia, 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., Critical Transitions in Water and Environmental Resource Management (CD-ROM), ASCE, Reston, Va.
Ahmed, F., and Rajaratnam, N. (1998). “Flow around bridge piers.” J. Hydraul. Eng., 124(3), 288–300.
Barbhuiya, A. K., and Dey, S. (2004). “Measurement of turbulent flow field at a vertical semicircular cylinder attached to the sidewall of a rectangular channel.” Flow Meas. Instrum., 15, 87–96.
Barkhudarov, M. R. (2004). “Multiblock gridding technique for FLOW-3D.” Flow Science technical note No. FSI-02-TN59-R2, Flow Science, Inc., Santa Fe, N.M.
Eberhard, B., and Wille, R. (1972). “Periodic flow phenomena.” Annu. Rev. Fluid Mech., 4, 313–340.
Flow Science, Inc. (2005). Flow-3d v. 9.0 user’s manual, Flow Science, Inc., Santa Fe, N.M.
Fulford, J. M. (1992). “Characteristics of U.S. Geological Survey discharge measurements for water year 1990.” Open-File Rep. 92-493, U.S. Geological Survey, Stennis Space Center, Miss.
Gartner, J. W., and Ganju, N. K. (2002). “A preliminary evaluation of near-transducer velocities collected with low-blank acoustic Doppler current profiler.” Proc., Hydraulic Measurements and Experimental Methods (CD-ROM), ASCE, Reston, Va.
Hirt, C. W., and Nichols, B. D. (1981). “Volume of fluid (VOF) method for the dynamics of free boundaries.” J. Comput. Phys., 39, 201–225.
Hirt, C. W., and Sicilian, J. M. (1985) “A porosity technique for the definition of obstacles in rectangular cell meshes.” Proc., Fourth Int. Conf. Ship Hydro., National Academy of Science, Washington, D.C.
Hoyt, J. W., and Sellin, R. H. J. (2000). “A comparison of the tracer and PIV results in visualizing water flow around a cylinder close to the free surface.” Exp. Fluids, 28, 261–265.
Iliescu, T., and Fischer, P. F. (2003). “Large eddy simulation of turbulent channel flows by the rational large eddy simulation model.” Phys. Fluids, 15(10), 3036–3047.
Jacobson, R. B., Elliott, C. M., and Johnson, H. E., III. (2004). “Assessment of shallow-water habitat availability in modified dike structures, lower Missouri River.” Open-File Rep. 2004-1409, U.S. Geological Survey, Denver.
Johnson, K. R., and Ting, F. C. K. (2003). “Measurements of water surface profile and velocity field at a circular pier.” J. Eng. Mech., 129(5), 502–513.
Meneveau, C., and Katz, J. (2000). “Scale-invariance and turbulence models for large-eddy simulation.” Annu. Rev. Fluid Mech., 32, 1–32.
Oberg, K. A., Morlock, S. E., and Caldwell, W. S. (2005). “Quality-assurance plan for discharge measurements using acoustic Doppler current profilers.” Scientific Investigations Rep. 2005-5183, U.S. Geological Survey, Denver.
Oberg, K. A., and Mueller, D. S. (1994). “Recent applications of acoustic Doppler current profilers.” Proc., Fundamentals and Advancements in Hydraulic Measurements and Experimentation, ASCE, Reston, Va., 341–350.
Pope, S. B. (2004). “Ten questions concerning the large-eddy simulation of turbulent flows.” New J. Phys., 6(35).
RD Instruments. (1996). Principles of operation: A practical primer—Second edition for broadband ADCPs, RD Instruments, San Diego, Calif.
RD Instruments. (1999). “ADCP coordinate transformation booklet: Teledyne RD Instruments.” ⟨http://www.rdinstruments.com/x/cs/documents.html⟩ (March 31, 2006).
Reichl, P., Hourigan, K., and Thompson, M. C. (2005). “Flow past a cylinder close to a free surface.” J. Fluid Mech., 533, 269–296.
Richardson, J. E., and Panchang, V. G. (1996). “Three-dimensional simulation of scour-inducing flow at bridges piers.” J. Hydraul. Eng., 124(5), 530–540.
Roshko, A. (1961). “Experiments on the flow past a cylinder at very high Reynolds numbers.” J. Fluid Mech., 10, 345–356.
Roulund, A., Sumer, M., Fredsoe, J., and Michelsen, J. (2005). “Numerical and experimental investigation of flow and scour around a circular pile.” J. Fluid Mech., 534, 531–401.
Savage, B. M., and Johnson, M. C. (2001). “Flow over Ogee spillway: Physical and numerical model case study.” J. Hydraul. Eng., 127(8), 640–649.
Schlichting, H. (1979). Boundary layer theory, 7th Ed., McGraw-Hill, New York.
Sheridan, J., Lin, C., and Rockwell, D. (1997). “Flow past a cylinder close to a free surface.” J. Fluid Mech., 330, 1–30.
Shyy, W., Thakur, S. S., Ouyang, H., Liu, J., and Blosch, E. (1997). Computational techniques for complex transport phenomena, Cambridge University Press, New York.
Simpson, M. R. (2002). “Discharge measurements using a broadband acoustic Doppler current profiler.” Open-File Rep. 01-01, U.S. Geological Survey, Sacramento, Calif.
SonTek. (2000). “The SonTek ADP—Three vs. four beams.” Sontek technical note, November, SonTek/YSI, San Diego.
Tseng, M.-H., Yen, C.-L., and Song, C. C. S. (2000). “Computation of three-dimensional flow around square and circular piers.” Int. J. Numer. Methods Fluids, 34(3), 207–227.
Wagner, C. R., and Mueller, D. S. (2001). “Calibration and validation of a two-dimensional hydrodynamic model of the Ohio River, Jefferson County, Kentucky.” Water-Resources Investigations Rep. 01-4091, U.S. Geological Survey, Louisville, Ky.
Yakhot, V., and Nakayama, P. (1986). “Renormalization group analysis of turbulence. I: Basic theory.” J. Sci. Comput., 1, 1–51.
Yakhot, V., and Smith, L. M. (1992). “The renormalization group, the -extension and derivation of turbulence models.” J. Sci. Comput., 7, 35–61.
Younis, B. A., and Przulj, V. P. (2005). “Computation of turbulent vortex shedding.” Comput. Mech., 37(5), 408–425.
Information & Authors
Information
Published In
Copyright
© 2007 ASCE.
History
Received: Apr 20, 2006
Accepted: Aug 7, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007
Authors
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.