1982
DOI: 10.3133/wsp2175_vol1
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Measurement and computation of streamflow: Volume 1, Measurement of stage and discharge

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Cited by 106 publications
(9 citation statements)
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“…Streamflow measurements were made using a top-setting wading rod and a YSI Sontek FlowTracker ® acoustic Doppler velocimeter. Measurements were taken according to standard USGS procedures (Rantz, 1982;Turnipseed and Sauer, 2010).…”
Section: Field Methodsmentioning
confidence: 99%
“…Streamflow measurements were made using a top-setting wading rod and a YSI Sontek FlowTracker ® acoustic Doppler velocimeter. Measurements were taken according to standard USGS procedures (Rantz, 1982;Turnipseed and Sauer, 2010).…”
Section: Field Methodsmentioning
confidence: 99%
“…To enable comparison of the surface velocities inferred by PIV and the ADCP data, we used a velocity index approach to convert surface velocities to depth-averaged velocities. In open channel flows, the depth-averaged velocity is typically 0.85 of the velocity at the water surface, assuming a logarithmic velocity profile [16,37,45]. We applied this velocity index to the PIV magnitudes before comparing them to the depth-averaged velocities reported by the ADCP.…”
Section: Comparison Of Remotely Sensed Hydraulic Quantities With Fielmentioning
confidence: 99%
“…Typically, this conversion is achieved by multiplying the surface velocity by a velocity index < 1 and this approach brought the PIV-based surface velocities for Blue River cross section 1 to within the error bars of the ADCP data collected along this transect (Figure 5a). We used a value of 0.85, the most common velocity index e.g., [45], but a lower value would have provided better agreement between the PIV-and ADCP-based velocities. Using a velocity index of 0.85 overestimated the depth-averaged velocity in this case, resulting in a positive intercept term for the regression equation in Figure 5b that indicated a positive bias of the PIV-based velocities relative to the ADCP measurements.…”
Section: Uncertainties Associated With Thermal Piv-based Velocity Estmentioning
confidence: 99%
“…In 2010 and 2011, discharge was measured throughout the field season at CS1 through CS5 using a Sontek FlowTracker ADV (Xylem, Inc. San Diego, CA, USA), two section wading rod for the ADV, Sontek data logger, and field surveying tapes. While detailed flow data were collected at all five permanent CS, CS1 was used to determine the stage-discharge relationship for Elton Creek per Rantz (1982). The discharge stage relationship for Elton Creek was used to determine all discharges (Q) and velocities while metabolic experiments were in place.…”
Section: Characterization Of Reach Hydraulics and Geomorphologymentioning
confidence: 99%