Moored System
As part of the Optics Acoustics and Stress In Situ (OASIS) experiment, tripod-based measurements using the differencing technique are made with an ac-9 that is coupled to an electrically-actuated valve contained in submersible pressure housing (custom manufactured by WET Labs, model EBS-001, built around a Parker Valve stainless steel 3-way valve with 24VDC actuator). The tripod was located at the Woods Hole Oceanographic Institution's Martha's Vineyard Coastal Observatory, in approximately 12 m water depth, with instruments configured to measure optical properties at 1.2 m above bottom. The filter housing used during the deployments was drilled with large holes such that a large amount of surface area of the filter is exposed and such that seawater can readily be drawn through it, increasing flow rates through the filter. The instrumented tripod was connected to shore for power and communications (through an underwater observatory node), and the actuated valve was controlled from shore by alternately energizing power supplies connected to the valve system on a schedule, controlled using a “cron” script on one of the observatory’s servers. Data from the ac-9 were logged on the tripod using a custom data logging system, and subsequently transferred to shore for processing. Similar to the underway system, all data are binned to one minute intervals. The tripod also contained a number of other optical sensors, as well as a CTD sensor for conductivity and temperature measurements.
Compared with the underway system, the logistics of maintenance become especially problematic for moored deployments, where ship and diver scheduling, as well as weather become significant challenges. These challenges are in part overcome by laying out the tripod such that the filter is easily accessible and replaceable by the diver, as part of routine maintenance in the event that scheduling or weather precluded full recovery of the tripod.
Absorption and Attenuation Measurements
Absorption and attenuation measurements are made using WET Labs ac-9 and ac-s instruments, in situ absorption and attenuation meters utilizing dual flow tubes (attenuation and absorption tubes), collimated source lamp, and spectral bandpass filters arranged on a rotating wheel, producing absorption and attenuation spectra at multiple wavelengths in the visible through near-infrared (NIR). Absorption is measured using a reflective tube and a wide-angle detector (with diffuser) and attenuation is measured using a non-reflective tube and collimated detector. The ac-9 instrument measures at 9 wavelengths at a rate of 6 Hz. The ac-s is a similar design, but provides measurements at greater than 80 wavelengths using a linear variable filter, producing complete spectra at approximately 3 Hz. Each instrument is available in 10 and 25 cm pathlength versions.
In this work, we have used either the WET Labs 25 cm pathlength ac-s or ac-9 when deploying the underway system; and the 10 cm pathlength ac-9 when deploying the bottom tripod [Moore et al. 1997]. The ac-9 and ac-s are calibrated at the factory to produce zero output in clean fresh water. However, field calibrations are desired in order to remove the effects of optical misalignment and instrument drift since the most recent factory or laboratory calibration.
The absorption of pure water is dependent on temperature and salinity in the red and near-infrared portion of the visible spectrum. In situ measurements of absorption and attenuation therefore include not only the effects of particulate and dissolved materials, but also the difference between the absorption coefficient of the water being measured and the reference water used for instrument calibration. The change in absorption can be expressed as
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1\* MERGEFORMAT ()
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where, T and S are the in situ water temperature and salinity; and are the temperature and salinity of the water used for calibration; and [m-1 °C-1] and [m-1 PSU-1] are the temperature and salinity-specific absorption coefficients of water [Pegau and Zaneveld 1994, Twardowski et al., 1999, Sullivan et al. 2006]. Selection of the temperature and salinity-specific absorption coefficients depends on the type of instrument used. For the ac-s measurements, we use the coefficients given in Sullivan et al. (2006) which were determined with the ac-s instrument used in our underway system, and are not applicable to the ac-9 due to differences in instrument design and optical filter bandwidth. For the ac-9, coefficients from Pegau and Zaneveld (1994) are used.
Reflecting-tube absorption meters such, as the ac-9 and ac-s, do not collect all of the light scattered from the incident beam, causing the instruments to overestimate the absorption coefficient. In most spectrophotometers, scattering correction is accomplished by subtraction of a baseline value around 750 nm, assuming that (1) absorption is negligible in this region of the spectra, and (2) that the scattering coefficient is spectrally flat [Bricaud and Stramski 1990]. For the ac-9 and ac-s, a more reasonable scattering correction scheme can be employed since the instruments also measure spectral beam attenuation. Since the spectral scattering coefficient can be determined as the difference in attenuation and absorption, the assumption that the scattering coefficient is spectrally flat is not needed. Instead, a first-order scattering coefficient is calculated as the difference of measured (already temperature and salinity-corrected) attenuation and absorption,
.
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2\* MERGEFORMAT ()
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This scattering coefficient will be slightly underestimated since the uncorrected absorption is overestimated. Absorption is corrected using the spectral shape of the first-order scattering coefficient and by assuming that absorption at a reference wavelength, , in the near-infrared is negligible [Zaneveld et al. 1994]:
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3\* MERGEFORMAT ()
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For the ac-9, is used, while for the ac-s, . The choice of was made to extend the zero absorption wavelength as far as possible into the NIR, and was found (in the context of the combined residual temperature and scattering correction) to offer the most reasonable looking spectra in the NIR. Values higher than 730 nm were more vulnerable to increased instrument noise in wavelengths greater than approximately 730 nm (for our instrument).
Calibration-independent particulate property measurements are made by calculating the difference of total and filtered water measurements (TSW and FSW, respectively), e.g. for absorption;
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4\* MERGEFORMAT ()
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where denotes dissolved absorption, is the measured particulate absorption (not corrected for scattering), and denotes the instrumental difference from water absorption at reference temperature and no salts.
In practice, the automated valve system is used to divert flow through the 0.2 µm filter on for five to 10 minutes, approximately every hour. For deployments where high variability in dissolved absorption is expected, the filtered measurement interval can be reduced. Continuously-logged raw data are binned to minute intervals, and is linearly interpolated over time between FWS measurements and subtracted from measurements, yielding the calibration-independent particulate spectra,
,
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which mustsubsequently be corrected for scattering effects. The uncorrected beam attenuation spectra is similarly calculated as .
Since the periodic (and then interpolated) FSW measurements are subtracted from TSW samples to give absorption due to particles, , the dependence on clean water offset, and temperature and salinity corrections is in principle eliminated (because we are assuming that the temperature and salinity differences between TSW and FSW measurements is zero). Both the clean water offsets and temperature corrections can be sources of uncertainty in post-processing absorption data. The uncertainty due to temperature (even less so for salinity) correction arises because the sensitivity of water absorption in the near infrared to temperature (Eq. 1\* MERGEFORMAT ()) is approximately 0.0035 m-1 °C-1 at 715 nm (Figure 2(B)). Thus a small uncertainty (e.g., ) in in situ water temperature, or change in temperature between dissolved and total measurement, can lead to a significant uncertainty in near infrared absorption. This is a two-fold problem because of the uncertainty in temperature-corrected absorption coefficient in the near infrared and because the measured absorption signal in this wavelength region is used to correct absorption spectra for the effects of particle scattering within the sample volume. In field data, these uncertainties are often of order 0.005 m-1 and can be substantial in comparison to the absorption signals in optically clear waters, which are often <0.01 m-1. In addition, the independent uncertainty in clean water calibration (the stability of repeated calibrations and cleaning) is also typically of order 0.005 m-1.
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