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OTT ADC Acoustic Digital Current Meter:
Description of meter and Results of USGS testing
Dan Wagner
Hydrologist
Arkansas Water Science Center
Hydroacoustics WebinarMay 24, 2010
ADC History
• Released in USA December 2007 • Testing by HIF, HAWG, and WSCs from
2008-2010• New USGS Firmware currently in Beta
Testing
Measuring Principle
Two 6 MHz acoustic transducers
Large sample volume located in front of sensor– Large sample volume reduces
potential signal-to- noise (SNR) issues, reduces error with flow angles
Two sample volumes– Improves data precision– Internal cross correlation calculation
verifies measurement accuracy and identifies potential boundary issues
4 in 2 in
Sensor head Sample volume 2
Sample volume 1 0.4 in
Figure courtesy of OTT
1. Transmit – Receive - Digitize
2. Transmit – Receive - Digitize
Break
Cross CorrelationCheck for similaritiesCalculation of time shift
Dt
Calculation of flow velocity
3.93 in 1.97 in
0.4 in
Measuring Principle
Slide courtesy of OTT
Depth Sensor• Calibrate by zeroing to
atmospheric pressure on site (raise out of water to calibrate)
• Get depth for each vertical by first lowering meter to bottom, rod offset computed automatically
• Hand-held display shows target depth and actual depth for velocity measurement in vertical depending on the velocity method selected by the user.
• Depth sensor can be turned off with new firmware
QA/QC checks
• With new USGS firmware, a Quick QA/QC check is performed in office (similar to ADV beam check, can print results)
• Pre-measurement QA/QC check is logged with measurement file and appears on printout
Vmean, Test MeasurementsSite Vmean,ADV Vmean,ADC % error
Mud Creek 0.03 0.014 -53.3
Richland Creek 0.39 0.45 +15.4
Brush Creek 0.46 0.42 -8.7
Baron Fork 0.49 0.44 -10.2
Flint Creek nr. West Siloam Springs
0.60 0.58 -3.3
Flint Creek nr. Springtown
0.80 0.77 -3.3
Vmean, Test Measurements
Site Vmean,ADV Vmean,ADC % error
Illinois River nr. Savoy
0.84 0.90 +7.1
Bear Creek 0.85 0.84 -1.2
Middle Fork White River
1.22 1.14 -6.6
Osage Creek 1.47 1.45 -1.4
Yocum Creek 1.97 1.95 -1.0
White River nr. Fayetteville
2.04 2.05 +0.49
Percent Difference of Velocity Measured with ADC Relative to Velocity Measured with ADV
0 0.5 1 1.5 2 2.5
-60
-50
-40
-30
-20
-10
0
10
20
Vmean, ADC in ft/s
Percent dif-ference from Vmean, ADV
0.00 0.50 1.00 1.50 2.00 2.50-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
Percent Difference of Velocity Measured with ADC Relative to Velocity Measured with ADV
Mean Stream Velocity, in feet per second
Dif
fere
nce
, in
per
cen
t
Figure courtesy of Kevin Oberg, OSW
0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
OTT ADC Percent Difference vs. Discharge
Discharge, in cubic feet per second
Dif
fere
nc
e,
in %
Figure courtesy of Kevin Oberg, OSW
0.00 0.50 1.00 1.50 2.00 2.500.00
0.50
1.00
1.50
2.00
2.50
Velocity vs. Velocity Plot
FlowTracker Velocity, in feet per second
OT
T A
DC
Ve
loc
ity
, in
fe
et
pe
r s
ec
on
d
Figure courtesy of Kevin Oberg, OSW
0.00 0.50 1.00 1.50 2.00 2.500.00
0.50
1.00
1.50
2.00
2.50
Depth vs. Depth Plot
FlowTracker Depth, in feet
OT
T A
DC
De
pth
, in
fe
et
Figure courtesy of Kevin Oberg, OSW
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0-12%
-10%
-8%
-6%
-4%
-2%
0%
2%
4%
6%
8%
10%
12%
ADC Tow Tank Testing (tow speeds 0.10 ft/s to 8 ft/s)2010-03-10; 1020 and 250176
2010-03-11; 1028 and 1029
Accuracy Limits 1020 Data 1020 Mean 250176 Data 250176 Mean
1028 Data 1028 Mean 1029 Data 1029 Mean
Tow Speed (ft/s)
Per
cet
Err
or
1020 - 6 m cable1028 - 10 m cable1029 - 2.5 m cable250176 - 2.5 m cable
Figure Courtesy of Kirk Thibideaux, HIF
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90-25.0%
-20.0%
-15.0%
-10.0%
-5.0%
0.0%
5.0%
10.0%
15.0%
20.0%
25.0%
Cosine Errors (Vertical Angles) at 2 fps
ADC 1029 (2010-02-16) ADC 250176 (2010-02-17) ADC 1020 (2010-02-18) ADC 1028 (2010-02-19)
Angle Turned (Deg.)
Pe
rce
nt
Err
or
Figure Courtesy of Kirk Thibideaux, HIF
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60-10.0%
-8.0%
-6.0%
-4.0%
-2.0%
0.0%
2.0%
4.0%
6.0%
8.0%
10.0%
Cosine Errors (Horizontal Angles) at 3.2 fps
1020 (2010-03-01) 1028 (2010-03-05) 1029 (2010-03-08) 250176 (2010-03-08)
Angle Turned (Deg.)
Pe
rce
nt
Err
or
Figure courtesy of Kirk Thibideaux, HIF
ADC Pros/Cons-prior to USGS firmware
Pros:• Depth Sensor• Sample volume in front of meter• Rugged Construction, cabling• Rechargeable battery• 2 beams-improved performance
in environments with low SNR, angles
• Live velocity reading-can help with meter placement
Cons:• Depth Sensor• Sample volume in front of meter• Rechargeable battery (?)• Can’t edit erroneous stations until
reviewing the measurement in Qreview
• Lack of beam check (“bucket test”) and/or quick field QA/QC check that is logged with measurement
• Lack of QA/QC warnings during measurement (i.e., for 0.2/0.8 velocity discrepancies, bad correlation resulting from bad boundary conditions
Software Enhancements• Enhanced quality assurance
– Including pre-deployment quality check and field quality check• Ability to enter rated Q• Expanded character limits for station name and number
and addition of measurement number• Computation and recording of averaged flow angles• On-screen warning messages, a.k.a., Measurement
Guidance– Provide user with options to improve measurement results
• Option to turn off depth sensor• Enhanced measurement review
– Detailed discharge and quality check reports– Warning and potential quality issue logs– One-second time series data