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TAO data undergo extensive quality control
analysis through comparisons with historic averages
to ensure the data released for public use are
accurate. This page summarizes the various procedures
for real-time Autonomous
Temperature Line Acquisition System (ATLAS) data, delayed mode ATLAS data, and
Acoustic Doppler Current Profiler (ADCP) data. Quality codes, numeric values
used to determine the trustworthiness of the data
stored, are also described.
NDBC data analysts perform
quality control of the real-time data on a daily,
weekly, and monthly basis. In addition to the error
checking program, daily comparisons are made between
TAO database measurement information that are
processed at NDBC and TAO data that are transmitted
via the GTS. Any discrepancies between the data sets
are immediately investigated and corrected.
Weekly real-time quality
control The 5-day mean of most
variables are compared to the previous month's
monthly averaged data. Conditions which indicate
possible errors are listed below. Analysts
investigate anomalies and only release the highest
quality data, failing measurements of suspect
values.
Monthly real-time quality
control General Next, time series plots, spectral plots, and histograms are generated for all data. Statistics, including the mean, median, standard deviation, variance, minimum and maximum are calculated for each time series. Individual time series and statistical summaries are examined by trained analysts. Data that have passed gross error checks but which are unusual relative to neighboring data in the time series, and/or which are statistical outliers, are examined on a case-by-case basis. Mooring deployment and recovery logs are searched for corroborating information such as problems with battery failures, vandalism, damaged sensors, or incorrect clocks. Consistency with other variables is also checked. Data points that are ultimately judged to be erroneous are then flagged. For some variables, additional
post-processing after recovery is required to ensure
maximum quality. These variable-specific procedures
are described below. Rain Rate Rainfall data are collected using a RM Young rain gauge and recorded internally at a 1-min sample rate. The RM Young rain gauge consists of a 500 ml catchment cylinder which, when full, empties automatically via a siphon tube. Data from a 3-min period centered near siphon events are ignored. Occasional random spikes, which typically occur during periods of rapid rain accumulation or immediately preceding or following siphon events, are eliminated manually. Rain rates computed from first differences of 1-min accumulations are often noisy because of the sensitivity of rate calculations to noise in accumulations over short time scales. To reduce this noise, 1-min accumulations are filtered with a 16-point Hanning filter and rates are computed at 10-min intervals. Residual noise in the filtered time series may include occasional spurious negative rain rates, but these rarely exceed a few mm hr-1. Serra et al (2001) [1] estimate the overall accuracy of 10-min data to be 0.3 mm hr-1 on average. Subsurface Pressure (and other measurements) The majority of ATLAS
moorings are taut-line moorings. Therefore, vertical
excursions of the mooring line are generally small,
and subsurface instruments do not deviate far from
their nominal measurement depths. Vertical excursions
of the mooring line are detected by pressure sensors
usually placed at depths of 300 m and 500 m, where
the largest line variations typically occur (McCarty
et al. (1997) [2]). Large, short-duration, upward
spikes in subsurface pressure data are occasionally
observed. These spikes usually indicate either
purposeful or accidental interaction between
fishermen and the moorings. Each spike, and its
effects on the subsurface data, is individually
evaluated. Data from all subsurface sensors are
flagged when pressure excursions exceed the range
expected for normal variability. Salinity A thirteen point Hanning filter is applied to the high-resolution (ten minute interval) conductivity and temperature data. A filtered value is calculated at any point for which seven of the thirteen input points are available. The missing points are handled by dropping their weights from the calculation, rather than by adjusting the length of the filter. Salinity values are recalculated from the filtered data and subsampled to hourly intervals. Delayed mode daily salinity and density
values are calculated by taking the mean of the
available hourly values for the day. If there are
fewer than 12 hourly values available, a daily mean
value is not computed. [1] Serra, Y.L., P.A'Hearn, H.P. Freitag, and M.J. McPhaden, 2001: ATLAS self-siphoning rain gauge error estimates. J. Atmos. Ocean. Tech., in press. [2] McCarty, M.E., L.J. Mangum, and M.J. McPhaden, 1997: Temperature errors in TAO data induced by mooring motion. NOAA Tech. Memo. ERL PMEL-108, Pacific Marine Environmental Laboratory, Seattle, WA, 68 pp. [3] Fofonoff, P., and R. C. Millard Jr.,
Algorithms for computation of fundamental properties
of seawater, Tech. Pap. Mar. Sci., 44, 53 pp.,
Unesco, Paris, 1983.
Velocity profiles are obtained from upward looking Acoustic Doppler Current Profilers (ADCPs) deployed on subsurface moorings at nominal depths of 250 m to 300 m below the sea surface. The narrowband RD Instruments ADCPs have a 20 degree transducer orientation and are set to collect data with 8.68 m nominal bin and pulse lengths. The instruments collect data at a 3 second sample rate and form averages over 15 minutes beginning at the top of the hour. Velocity data are processed and quality controlled at NDBC after the mooring is recovered and the data retrieved from the instrument's memory. The ADCP velocity measurements assume a constant sound speed of 1536 m s-1 at the transducer. In situ hourly temperature and average salinity measurements are used to adjust the velocities for sound speed variations. The nominal ADCP bin widths, which assume a constant sound speed with depth of 1475.1 m s-1 , are adjusted using historical hydrographic sound speed profiles. The actual depth of the ADCP transducer head is variable in time, as the mooring reacts to variations in ocean currents beneath the instrument. Therefore, velocity profiles need to be adjusted for head depth. The transducer head depth is computed using two independent methods. In the first, the hourly target strength for each beam and each depth bin is computed from the echo intensities. The sea surface appears as a maximum target strength for most (>80%) hourly profiles. A polynomial is fit to the target strengths of the three bins closest to the surface. The position of the maximum target strength with respect to the ADCP transducer is then used as the depth of the instrument for each hourly profile. The second method of estimating the head depth is from pressure time series recorded by duplicate pressure sensors mounted near the ADCP transducer. Estimates of head depth from the maximum target strength and the pressure sensors are typically within +/- 2m, less than half of the ADCP bin width. The computed transducer head depth and the bin widths (nominal bin widths which have been adjusted for sound speed) are used to compute the bin depths for the hourly ADCP velocity data. Near surface velocity measurements may be in error due to strong reflections from the surface that overcome the sidelobe suppression of the transducer. Hourly data are flagged as bad if the bin depth (the center of the velocity bin) is closer to the surface than D*(1-cos(theta)) + bin width where D is the transducer depth, theta is the angle of the transducer beam relative to vertical, and the bin width has been adjusted for sound speed. Velocities from the remaining depth bins are then interpolated to standard depths at 5 meter intervals. The ADCP velocities are also compared with coincident point velocity measurements when available on nearby surface moorings. ADCP and point velocity measurements generally agree to within 5 cm s-1, and no velocity adjustments to the ADCPs have yet been made based on these comparisons. ADCP directions are also checked against available point velocity measurements. Quality codes and sensor
drift 1 - Highest Quality. Pre/post-deployment calibrations agree to within sensor specifications. In most cases, only pre-deployment calibrations have been applied. 2 - Default Quality. Pre-deployment calibrations only or post-deployment calibrations only applied. Default value for sensors presently deployed and for sensors which were not recovered or not calibratable when recovered, or for which pre-deployment calibrations have been determined to be invalid. 3 - Adjusted Data. Pre/post calibrations differ, or original data do not agree with other data sources (e.g., other in situ data or climatology), or original data are noisy. Data have been adjusted in an attempt to reduce the error. 4 - Lower Quality. Pre/post calibrations differ, or data do not agree with other data sources (e.g., other in situ data or climatology), or data are noisy. Data could not be confidently adjusted to correct for error. 5 - Sensor or Tube Failed. Used when there is known tube or sensor failure that is preventing measurement information from being collected. When a recovered sensor meets the criteria for nominal drift, the quality index is changed from the default value of "2" to "1" for highest quality data. When it does not meet the criteria for sensor drift, the index becomes "4". If an adjustment based on post-deployment calibrations or other information is later made, the index may then be set to "3" or "1". When damage or loss of an instrument due to vandalism, harsh environmental conditions, electronics failures, or loss of a mooring prevents post-deployment calibration, a default quality of "2" is assigned to the data.
Nominal drift criteria:
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