Site Description
Mission Bay, San Diego
Mission Bay (32.79º –117.23º) is located in San Diego, California, USA (Fig. 2). It is a semi-enclosed but well-mixed, mesotidal estuary spanning 17.1 km2 with extensive anthropogenic modifications including artificial islands and beaches (Obaza et al. 2015). Due to low freshwater inputs and high evaporation rates, Mission Bay is typically slightly hypersaline (S ≈ 34–36) compared to open ocean water (Largier et al. 1997). However, periods of heavy rainfall and freshwater discharge significantly lower the salinity of the bay (Elliott and Kaufmann 2007). Porewater salinity in Mission Bay has been found to range between 30 and 40 with an average (± SE) porewater salinity at the study site of 35 ± 1 (Talley et al. 2015). The Kendall-Frost Mission Bay Marsh Reserve is located in the northeastern part of the bay, spanning approximately 65,000 m2. The reserve is mainly comprised of a saltmarsh, mudflats, and, below the 0 m tide level, a vast eelgrass bed (Zostera marina) down to ~ 2 m depth (Levin 1984). The benthic community in the reserve consists mainly of dense patches of eelgrass with a few occurrences of widgeongrass (Ruppia maritima) (Johnson et al. 2003) growing on muddy, siliciclastic sediment. Shoot densities of Z. marina vary seasonally from as low as ~ 20 shoots m−2 at temperature maxima in late summer and during storm events in the winter to > 300 shoots m−2 in late fall and spring (Johnson et al. 2003). During the sampling period in Spring 2017, patches of dead Z. marina were observed, many of which were overgrown by ephemeral algae, as shown in the supplementary material (Online Resource 1).
The weather was sunny and dry during the April 25–26, 2017 sampling event. However, the winter and early spring of 2017 (Jan-Apr) brought over 100 mm of precipitation to the area (https://www.weather.gov/climate/index.php?wfo=sgx).
Mangrove Bay, Ferry Reach, Bermuda
Mangrove Bay (32.37º –64.69º) is located on St. George’s Island in the eastern part of Bermuda and is considerably smaller than Mission Bay, spanning approximately 3350 m2 (Fig. 2). Freshwater input is supplied from rain- and groundwater (approximately 4% by volume), as no rivers or streams connect to the bay, and salinity has been found to range from 33.2 to 37.2 over a diel cycle (Zablocki et al. 2011). The benthic flora consists mainly of seagrass Thallasia testudinium and green algae surrounded by large stands of black and red mangrove trees (Zablocki et al. 2011). T. testudinium is prevalent but sparsely distributed across the bay with increased patchiness closer to shore. Shoot density has been found to range between 80 and 370 shoots m−2 (unpublished data).
Sediments are comprised of carbonate mud with varying amounts of larger CaCO3 grain sizes, mainly derived from calcareous algae and limestone (Lyons et al. 1980; Hines and Lyons 1982). Although at a similar latitude as San Diego, Bermuda’s location in the North Atlantic Subtropical Gyre makes the climate subtropical with surface water temperatures ranging from 16 to 30 °C between winter and summer.
Sample Collection
Mission Bay, San Diego
A 24-h study was conducted in Kendall-Frost Mission Bay Marsh Reserve in Mission Bay, San Diego on April 25–26, 2017. During the entire study period (March–May), two temperature sensors (HOBO logger, Onset) recording temperature every 5 min were submerged in the sediment at 8 and 16 cm depth. Prior to the sampling study in April, two additional HOBO loggers measuring temperature and irradiance every 5 min were deployed on the bottom in the vegetated and unvegetated site. Illuminance data (in lux) were converted to photosynthetically active radiation (PAR) according to Long et al. (2012). Data of air temperature and precipitation were obtained from NOAA’s National Climatic Data Center (NCDC, Menne et al. 2012).
Water column samples directly above the sediment–water interface (SWI) were collected immediately before and after each porewater well (PWW) sampling, using 250 mL Pyrex narrow-neck borosilicate glass bottles. Surface water samples ~ 500 m offshore from the PWW sites (Fig. 2) were collected immediately before PWW sampling to serve as a reference location. All water column samples were poisoned with 100 µL saturated solution of HgCl2 and sealed according to standard protocol (Dickson et al. 2007). In conjunction with water column sampling, in situ temperature (± 0.3 °C), salinity (± 1.0%) and dissolved oxygen (DO) (± 2%) were measured with a YSI Pro2030 multiprobe (Xylem). Salinity was calibrated to seawater Certified Reference Material (CRM, Dr. A. Dickson, SIO) prior to sampling, and oxygen was calibrated in air at 100% humidity assuming 100% oxygen saturation.
Samples of sediment porewater were collected by submerging PWWs with intake at different depths in the sediment. All PWWs were constructed in the laboratory based on a modified design from Falter and Sansone (2000). PWWs were deployed in a dense patch of Z. marina covering depths of 2, 4, 6, 8, 12, and 16 cm below the SWI. PWWs were also deployed in an adjacent unvegetated area (~ 2 meters away) at the same depth and served as a control site. At each location, wells were deployed approximately 30 cm apart from each other to reduce the risk of overlapping with porewater extracted from adjacent wells (Falter and Sansone 2000; Drupp et al. 2016). All PWWs (n = 12) were deployed four days prior to the sampling event. Porewater samples were collected four times during the 24-h study at morning high tide (HT), afternoon low tide (LT), evening HT and morning LT via freediving from a kayak (Table 1). Samples were collected using a 30-mL syringe that attached to the PWW 3-way stopcock valve through a luer lock connection. Depending on the depth of the PWW, a “dead” volume representing that of the entire tubing and well cylinder was first drawn and discarded in order to clear out water sitting in the well. Syringes with sample were taken back to shore and filtered through 0.45 µm Minisart® polyethersulfone sterile filters (Sartorius) and placed in 25-mL glass vials. Filtering samples introduce a risk of CO2 gas exchange which could influence DIC measurements. However, this procedure is necessary as extraction of porewater inevitably carries suspended colloidal and clay-sized carbonate particles which would react with the acid addition in subsequent DIC and TA analyses. We employed a similar technique and same filter size as in Bockmon and Dickson (2014) in which no significant difference in DIC between filtered and unfiltered samples was observed. Samples were immediately poisoned with 25 µL HgCl2 to cease any biological activity in the sample. Vials were sealed with a rubber stopper and an aluminum crimp seal. Concurrently, 5 mL of non-filtered and non-poisoned sample were used to measure pH using an Accumet glass electrode with an Orion Star Plus handheld pH meter (Thermo Scientific). The glass electrode was calibrated with a two-point calibration to NIST buffers (pH 4 and 7) and to tris(hydroxymethyl)aminomethane (Tris) buffer in artificial seawater (pH ~ 8.1 and salinity 35, prepared following recipe by DelValls and Dickson (1998)) to correct for the shift of the calibration curve due to salinity and to yield pH measurements on the total hydrogen ion scale (pHT).
Table 1 Tides (relative to mean lower low water (MLLW)) in Mission Bay and relative water level height in Mangrove Bay during the sampling periods Sediment cores were collected three weeks after the sampling event using 30-cm-long transparent polycarbonate cylinders (Thermoplastic Processes) with an inner diameter of 7.3 cm. After the cylinder was emplaced into the sediment, a sealing lid was put on top of the cylinder to create a vacuum whereby a sediment core could be collected.
Mangrove Bay, Bermuda
A 24-h study was conducted between September 18–19, 2005 covering a full tidal cycle (Table 1). Water column (n = 13) and porewater (n = 78) samples were collected every 2 h between morning HT (10:12) and morning HT (10:03) the following day. However, due to issues with instrumentation, porewater samples of pH (n = 60) were only collected until morning LT (03:57). Similar to the study in Mission Bay, temperatures were recorded in conjunction with each sampling using a temperature probe. Water column samples were collected using a 5 L Niskin sampler. Samples for DIC and TA were drawn into 200-mL Kimax glass bottles, poisoned with HgCl2 and sealed for subsequent analysis at Bermuda Institute of Ocean Science (BIOS). Samples for DO were drawn into 115-mL BOD (Biological Oxygen Demand) bottles and immediately fixed with Winkler reagents. Samples for salinity were collected in salinity glass bottles. These DO and salinity samples were also analyzed at BIOS.
Porewater samples were collected in a sparse patch of T. testudinium in a similar manner to the Mission Bay study, using PWWs based on the same design and sampled at 2, 4, 6, 8, 12 and 16 cm below the SWI. For each porewater sample, a small volume was drawn from the syringe into a small vial and analyzed for pH immediately after sampling. The remaining sample was then filtered, poisoned and transferred into sealed 25-mL glass vials for subsequent DIC analysis at BIOS. Surface and bottom water temperatures were recorded with a YSI in conjunction with each sampling (every 2 h). Two HOBO loggers were emplaced in the sediment at 8 and 16 cm depth, continuously recording temperature at five-minute intervals.
Sample Analysis
Mission Bay, San Diego
Porewater (n = 48), bottom (n = 4) and surface (n = 4) water samples were analyzed for DIC, TA and pH in the Scripps Coastal and Open Ocean Biogeochemistry Laboratory at SIO. DIC was measured using an Automated Infrared Inorganic Carbon Analyzer (AIRICA, Marianda, Inc.) equipped with a LI-COR 7000 infrared CO2 analyzer (Li-COR), with the average integrated value of a triplicate measurement (0.5 mL each) determined relative to the integrated value of a CRM (batch 149 and 151; Dr. A. Dickson, SIO). The average offset from the certified value was − 0.3 ± 3 µmol kg−1. pHT was determined spectrophotometrically using a Sami AFT-pH (Sunburst sensors, LLC) with meta-Cresol Purple (mCP) as indicator reagent. Accuracy and precision (− 0.019 ± 0.008 units) of the instrument were periodically verified using either calculated pHT of CRM (Dr. A. Dickson, SIO) or Tris buffer in artificial seawater (following recipe by DelValls and Dickson (1998)).
TA was determined using open-cell potentiometric titration with an 888 Titrando (Metrohm) titration system using an Ecotrode Plus pH glass electrode (Metrohm). Samples (10-15 g) were titrated with prepared 0.01 mol kg−1 HCl in 0.6 mol kg−1 NaCl and TA was calculated using a modified Gran function (Gran 1952). Accuracy and precision (0.0 ± 1.5 µmol kg−1) were determined using CRM. Measured values of TA were compared to calculated values (from DIC and pHT) using the MATLAB program CO2SYS v. 1.1 (Lewis and Wallace 1998) with in situ values of temperature, salinity, DIC and pHT as inputs. Dissociation constants K*1
and K*2
were adopted from Mehrbach et al. 1973 as refit by Lueker et al. (2000). TA samples with a mass below ~ 10 g (n = 17) were diluted with de-ionized water (Milli-Q) prior to titration. A dilution factor was obtained by titrating multiple CRM samples (n = 8) with different volumes of dilute in order to account for the nonlinear behavior of the electrode in diluted samples. A polynomial equation was parameterized to the offset from the certified CRM value and that equation was used to correct for the TA value of diluted samples. For samples that did not have sufficient volume for titration (n = 4), the TA value calculated from DIC and pHT as described above was used.
Mangrove Bay, Bermuda
Seawater samples were analyzed for DIC and TA following the same procedures described for Mission Bay samples, but with slightly different instrumentation. DIC was analyzed using an infrared analyzer (LI-COR 6262 NDIR) and TA was analyzed using a Brinkmann 665 Dosimat, equipped with a Brinkmann 654 pH meter (Metrohm) following the methods described in Dickson and Goyet (1994). Accuracy and precision for DIC and TA measurements were within ± 3 µmol kg−1 (CRM, batch 71). Samples for DO were analyzed by Winkler titration, following the procedures used by the Bermuda Atlantic Time-series Study (BATS) (Knap et al. 1997) and salinity was measured with an Autosal 8400A salinometer (Guildline Instruments). Porewater samples were analyzed for DIC as previously described, and pH was determined immediately after sample collection using a handheld Accumet AP72 glass electrode (Thermo Fisher Scientific), calibrated to NIST buffers. Note that calibration was only made with low ionic strength buffers, and thus, relatively high uncertainty is anticipated with respect to the absolute values of these measurements. However, comparison of calculated pHT from DIC and TA of bottom water (n = 13) with measured pH revealed an offset of 0.01 ± 0.003 pH units.
Sediment Analyses
Sediment cores (n = 2) collected at the two sites in Mission Bay were photographed immediately after collection and brought back to SIO for subsequent grain size analyses. A plunger was used to extract the core from the sampler, the core was sliced into 2-cm-thick slices, and each slice was then cut in half. A subsample representative of the entire depth of each core was sieved through 1000, 500, 250, 125 and 63 µm mesh sizes. Particles smaller than 63 µm were collected in a separate container of deionized water and left for one week to settle. The different grain size fractions were dried in an oven at 60 °C for one week and weighed individually in order to calculate a relative mass (% dry weight) of bulk weight for each grain size.
In Mangrove Bay, no sediments were collected at the time of the study. However, a similar study took place in 2009 (unpublished data) when sediment samples from five different locations in the bay were collected. An average of grain size distributions from these five locations was used in the present study.
Data Analyses and Uncertainty Assessments
To evaluate the coupling between bottom water and porewater, the time lag between changes in temperature at different sediment depths was evaluated. The temperature lag within the sediment was defined as the time it takes for an observed temperature signal to propagate between two depths (0–8 cm, 8–16 cm and 0–16 cm, respectively) and was calculated by cross-correlation using the MATLAB function xcorr.
Grain size distributions were assessed using the Excel package GRADISTAT v.4.0 (Blott and Pye 2001). Differences in grain size distribution between the sites were assessed using a two-sample Kolmogorov–Smirnov test.
To assess relationships between TA and DIC, type II linear regressions were performed using the MATLAB script lsqfitma.m (http://www.mbari.org/staff/etp3/regress.htm), plotted on pHT isopleths calculated with CO2SYS. Confidence intervals (CI 95%) of the slopes were used to assess difference in slopes between sites. Furthermore, to assess differences in average porewater concentrations of DIC and TA, the depth-integrated concentration was calculated as the sum of the concentrations at each depth multiplied by the respective depth interval (2 or 4 cm) and divided by the total sample depth (16 cm). The mean depth-integrated concentration of each sampling was calculated to obtain a diel average.
In order to calculate all parameters of the aqueous CO2 system, two of the four master variables DIC, TA, pH or pCO2 (partial pressure of CO2) are needed in conjunction with temperature, salinity and pressure (Zeebe and Wolf-Gladrow 2001). In the Mission Bay study however, three master variables (DIC, TA and pH) were measured and pH was measured twice for each sample—both in conjunction with sampling using a glass electrode and subsequently in the laboratory by spectrophotometry. Over-determining the CO2 system allows for additional quality control and assessment of potential errors and uncertainty. For example, measured (TAmeas) and calculated (TAcalc) values of TA (from DIC and pHT) exhibited better agreement at shallower sediment depth, but the variability increased with sediment depth (Fig. 3a). In nearly all samples from ≥ 8 cm depth, HgS precipitated when HgCl2 was added. This reaction reduces alkalinity and increases the uncertainty of the measurements (Goyet et al. 1991). Regrettably, precipitation of HgS was not quantified and its effect on TA is therefore not known, which constitutes a risk of underestimating TA and TA:DIC ratios at sediment depths ≥ 8 cm. TAmeas values were used in the results except where the sample volume was insufficient for titration and TAcalc was used instead (n = 4).
When comparing pHT values measured with glass electrode in situ to those measured spectrophotometrically in the laboratory, a pattern similar to that seen between calculated and measured TA was observed. In general, the pHT values agreed well at shallower depths but the discrepancy increased with lower pHT values (i.e., deeper depths) (Fig. 3b). Oxygen contamination and subsequent sulfide oxidation, HgS precipitation or a combination of the two could partly explain this discrepancy.
The seawater saturation state of CaCO3 with respect to aragonite (ΩAr) was calculated using DIC and TA as master variables, with in situ temperature, salinity and pressure. Dissociation constants K*1
and K*2
were adopted from Mehrbach et al. 1973 as refit by Lueker et al. (2000).