Observations of Greenhouse Gases and Nitrate
Concentrations in a Maine River and Fringing Wetland
Susan R. Bresney, Serena Moseman-Valtierra, and Noah P. Snyder
Northeastern Naturalist, Volume 22, Issue 1 (2015): 120–143
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22001155 NORTHEASTERN NATURALIST 2V2(o1l). :2122,0 N–1o4. 31
Observations of Greenhouse Gases and Nitrate
Concentrations in a Maine River and Fringing Wetland
Susan R. Bresney1,2,*, Serena Moseman-Valtierra3, and Noah P. Snyder1
Abstract - In the Sheepscot River, ME, we measured percent saturations of dissolved methane
(CH4) and carbon dioxide (CO2) and concentrations of nitrate (NO3
-) four times in the
main stem and once in the West Branch. River water was super-saturated with CH4 at all
sites throughout the study, and measurements were generally higher at lower-gradient sites
(1000–5000% saturation) than higher-gradient sites (generally <1000%). Percent saturations
of CO2 in the main stem varied in both time and space and were under-saturated at
some sites. CO2 percent saturations and NO3
- concentrations in the more-developed West
Branch were significantly higher than the main stem, likely because of the position of mainstem
sites downstream of Sheepscot Pond where primary production and degassing could
occur. We also measured CH4 and CO2 fluxes from wetland soil adjacent to the main stem,
which averaged 710 (± 59) μmolCH4/m2/h and -51 (± 6.4) mmolCO2/m2/h. Our findings suggest
that rivers and fringing wetlands in the formerly glaciated northeastern US contribute
to the production of greenhouse gasses, and that dissolved methane shows spatial variations
with channel morphology.
Introduction
Methane (CH4) and carbon dioxide (CO2) are greenhouse gases (GHGs) that
have increased by 48% and 35%, respectively, in the atmosphere since preindustrial
times (Forster et al. 2007). Although CO2 is the most abundant GHG in the
atmosphere, CH4 has a greater global warming potential (per molecule) than CO2 by
25-fold in a 100-year period (IPCC 2007). About one third of all CH4 emissions are
estimated to be from natural ecosystems (Denman et al. 2007, Townsend-Small and
Czimczik 2010), and natural freshwater wetlands are estimated to contribute the
most CH4 to the atmosphere among all natural and anthropogenic sources (Gedney
et al. 2004).
River systems are major conduits of C and N from watershed landscapes to the
ocean and atmosphere (Abril et al. 2014, Beaulieu et al. 2010). Riverine wetlands
can play an important role in the retention, alteration, and eventual discharge of C
and N to the atmosphere and coasts (Johnston 1993, LaFleur 2009, Wetzel 1990).
For example, recent estimates suggest that wetlands in the Amazon river basin
rapidly export half of their gross primary production as dissolved CO2 and organic
carbon in the river water (Abril et al. 2014). However, the role that GHGs play in
riverine carbon budgets of northeastern North America is poorly quantified. Typical
1Earth and Environmental Sciences Department, Boston College, 140 Commonwealth Avenue,
Chestnut Hill, MA 02467. 2Current address - Department of Civil and Environmental
Engineering, Tufts University, Medford, MA 02155. 3Biological Sciences Department, University
of Rhode Island, 45 Upper College Road, Kingston, RI 02881. *Corrresponding author
- sbresney@gmail.com.
Manuscript Editor: Peter Raymond
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conditions of freshwater riverine wetlands, such as high organic content and low
oxygen availability of soils, are conducive to the microbial production of some
GHGs, particularly CH4. In anoxic wetland soils, microbial communities produce
CH4 during the terminal stage of organic decomposition (Wang et al. 1996). This
process of methanogenesis dominates C metabolism in anoxic conditions in freshwater
(Capone and Kiene 1988).
CO2 concentrations in stream water are governed mainly by groundwater inputs,
reflecting soil respiration which produces CO2, and by in-stream primary productivity,
reflecting photosynthesis which reduces CO2 (Jones and Mulholland 1998,
Salisbury et al. 2008), as well as decomposition of organic matter (Humborg et al.
2010) and weathering reactions. Like CH4, production of CO2 is regulated by the
availability of dissolved organic carbon (DOC), and is also influenced by available
N, O2, and temperature (Neal et al. 1998).
While microbial and in-stream metabolic processes may drive greenhouse-gas
production and fluxes in soils, the morphology of rivers, especially in northeastern
North America, may promote the absorption, retention, and release of GHGs to
the atmosphere. The rivers in this region flow through a landscape conditioned by
glaciation and retreat during the late Pleistocene (e.g., Snyder et al. 2009, 2013).
The result was longitudinal profiles of river channels that alternate among steep
(slope >5×10-3), gravel-bedded reaches, low-gradient reaches (slope <10-3) often
with fringing wetlands, and lakes. Just as one study found a significant correlation
between channel gradient and partial pressure of GHGs (Lauerwald et al. 2013),
these geomorphic characteristics could be promoting the cycling of GHGs, through
absorption and retention in the low-gradient wetlands and release by off-gassing in
the high-gradient reaches.
Differences in land use and the presence or absence of wetlands may influence
riverine GHG concentrations, but these systems are complex and require extensive
studying to understand how they contribute to overall C and N budgets on a larger
scale. Systems of channels and fringing freshwater wetlands may be producing and
retaining GHGs that ultimately are emitted to the atmosphere. In this study, we measured
spatial patterns of percent saturations of dissolved GHGs and concentrations
of NO3
- upstream, within, and downstream from a fringing wetland along the main
stem of the Sheepscot River in midcoast Maine (Fig. 1) during 4 sampling periods
between June 2010 and July 2011. For comparison, we measured these parameters
in a segment of the West Branch with contrasting land-use and morphology (Fig. 1)
in June 2011. We also studied net vertical fluxes of GHGs from wetland soils in a
fringing wetland of the main stem.
This study has 2 objectives: (1) to quantify the dissolved GHG and NO3
-
concentrations and basic water-quality parameters (temperature, DO, pH, and
conductivity) in surface waters of a 4.5-km section of the main stem of the Sheepscot
River that passes through a wetland and includes large variations in channel
gradient; and (2) to compare GHG concentrations between the main stem and West
Branch of the river, which have contrasting watershed land use. We based our study
on 2 hypotheses: (1) dissolved GHG percent saturations in the river surface-water
reflect channel morphology, being highest in the low-gradient reach, adjacent to the
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wetland and lowest at the high-gradient sites; and (2) GHG concentrations in river
water are higher in the West Branch than in the main stem, reflecting different landuse
patterns in the watershed.
Methods
Study area
The 590-km2 Sheepscot River watershed is located in midcoast Maine and
drains into Sheepscot Bay and then the Gulf of Maine (Fig. 1). The watershed is
mainly forested or used for agriculture (Fig. 1; McLean et al. 2007). The Sheepscot
River main stem is 74 km long and flows northeast to southwest along the
Norumbega Fault Zone (Osberg et al. 1985). Due to bedrock and glacial geology,
the Sheepscot River channel morphology varies from gravel and bedrock beds in
the high-gradient reaches to wetlands and lakes where the stream crosses flatlands
(Fig. 2 SVCA 2005; Snyder et al. 2009, 2013).
Figure. 1. Map of the northern Sheepscot River watershed showing sampling stations and
land cover (inset table) for the 2 watershed areas relevant to this study. Land-cover key only
includes categories with >1% coverage in either subwatershed (land-cover dataset from
MaineGIS 2006). Inset map shows location of the study area within Maine.
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The Sheepscot River has been the site of several water-quality monitoring efforts
(Arter 2004, McLean et al. 2007, Whiting 2006) because it, like other rivers
that discharge into the Gulf of Maine, contains important spawning and rearing habitat
for the endangered native Salmo salar (Atlantic Salmon; SVCA 2005). Studies
have found high nutrient levels in sections of this river (Arter 2004, McLean et al.
2007, SVCA 2005, Whiting 2006). One study declares that the Sheepscot River is
“highly enriched” in nitrogen and phosphorus compared to similar rivers (Whiting
2006), and another considers Sheepscot Bay to be one of the most eutrophic coastal
areas in the US (Bricker et al. 1999).
Sampling sites
Our 6 main sampling sites (MS1–MS6) are located along a 4.5-km segment of the
main stem Sheepscot River between Sheepscot Pond and Long Pond (Fig. 1), where
the river is a third-order stream. This segment is just downstream from Sheepscot
Figure 2. Longitudinal profiles and graphs showing the spatial pattern of percent saturations
of GHGs in river water across the 6 main stem (A–C) and 4 West Branch (D–F) sample sites.
Error bars are calculated as the standard error for the mean of samples collected at river
right, left, and thalweg at each site or sites (except in October 2010 when only right and thalweg
positions were sampled), but statistical analyses were conducted using the 3 samples
as replicates. Sites are classified as high gradient or low grad ient based on slope (Table 2).
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Pond and the Palermo Rearing Station, a facility run by the Maine Department of
Inland Fisheries and Wildlife that rears Salvelinus fontinalis (Mitchill) (Brook Trout)
and Salmo trutta L. (Brown Trout). MS1 is located in a gravel-bedded, high-gradient
upstream reach, MS2–MS5 are located in a 2.65-km reach that flows through a ~0.6-
km2 vegetated wetland, and MS6 is in a gravel-bedded, high-gradient downstream
reach (Fig. 2a). Our vertical flux measurements and soil collections (detailed below)
were focused in wetland sites near MS3 (Fig. 1) where dominant vegetation cover
was live and dead Eleocharis obtusa Willd. (Blunt Spikerush).
Our study also included 4 sampling sites along a 9-km segment of the West
Branch Sheepscot River (WB1–WB4; Fig. 1), which is also a third-order stream.
This segment is characterized by a relatively low-gradient upstream reach, a
gravel-bedded higher-gradient reach at WB2, and a low-gradient reach downstream
(Fig. 2d). WB1–WB4 are each located just downstream of the confluences of 4
tributaries with the West Branch (Hewett Brook, Dearborn Brook, Griffin Brook,
Wingwood Brook, respectively). NO3
- concentrations above 80 μM have been reported
in these tributaries (Whiting 2006). In contrast to the main stem, the West
Branch study segment does not contain a large riverine wetland or a nearby lake.
The source of the West Branch is Branch Pond, which is >16 km upstream from
WB1. This upstream segment is mostly low gradient (slope <10-3) and includes
several fringing wetlands.
Land cover upstream of both our main stem and West Branch study areas is
predominately forested (Fig. 1). The area upstream of our West Branch study area
(drained through WB4) is covered by significantly more developed and agricultural
land (6% and 13%, respectively) and significantly less forested land (73%) than the
area upstream of our main stem study area, drained through MS6 (2% developed,
5% agricultural, 79% forested) (t6 = -2.99, P = 0.02).
Surface-water sampling and data collection
To characterize the dissolved GHG concentrations of the main stem surface
water, we collected three 40-ml water samples from each site (MS1–MS6), in July
2010, June 2011, and July 2011. All samples were collected from 3 points (about
1 m from each bank and in the thalweg) separated by an average of 7 m across the
channel at each site. In October 2010, only 2 water samples from each site were
collected (at points 1 m from the river right bank and the thalweg) from sites MS2–
MS5, one sample was collected from the thalweg at site MS6, and no samples were
taken at MS1 due to limitations on time. All sampling occurred during periods of
relatively low discharge (Fig. 3). Also, we collected three 20-ml water samples
from each site for analyses of NO3
- + NO2
- concentrations (which will hereafter
be referred to just as NO3
- for brevity) during each summer sampling period (July
2010, June 2011, and July 2011). To contrast surface waters of the main stem with
those of the West Branch, we collected 3 water samples for GHG and NO3
- analyses
from each site in the West Branch (WB1–WB4) in June 2011.
We collected all of the water samples from 15–20 cm below the surface or if
water depth was less than 15 cm, from half way between the surface and riverbed.
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Water samples for GHG analysis were collected based on protocols outlined by the
Environmental Protection Agency (EPA 2001). For preservation, 0.6 ml of 50%
w/v ZnCl2 was added to the 40-ml samples. We collected samples for NO3
- analysis
by filling a plastic 60-ml syringe and filtering water through a Millipore Sterivex
Eastar co-polyester filter with a 0.22-μm polyethersulfone membrane into 20-ml
high-density polyethylene containers. These samples were kept on ice while in the
field and frozen within 8 hours of collection until analysis. The samples were later
analyzed for concentration of NO3
- by the Woods Hole Oceanographic Institution
(WHOI) Nutrient Analytical Facility (July 2010 samples) with a Lachat Instruments
QuickChem 8000 four-channel continuous-flow injection system, and the University
of New Hampshire (UNH) Water Quality Analysis Lab (June and July 2011
samples) with a SmartChem® 200 discrete wet chemistry analyzer.
Along with each water-sample collection, we measured conductivity (μS/cm),
temperature (°C), and dissolved oxygen (DO) content (in mg/L and percent saturation)
using a YSI Professional Plus Multiparameter meter. The YSI probe was
placed at the sampling site at the same depth explained above immediately after
GHG and NO3
- samples were collected.
Figure 3. Graph showing discharge in the Sheepscot River between 1 May 2010 and 1
August 2011. Dots indicate dates that samples and/or data were collected; the 4 sampling
periods are marked with arrows. Discharge values between 4 January 2011 and 10 March
2011 are estimated values while the river was frozen. Discharge data was measured by the
USGS at gauging station 01038000 in North Whitefield, ME (Fig. 1).
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Surface-water GHG analysis
To analyze dissolved GHG concentrations in the water samples, we equilibrated
35 ml of each water sample with 25 ml of N2 headspace gas, and shook samples by
hand for 1 minute (based on EPA 2001). In the lab, we recorded water temperature
by placing a thermometer into the water sample immediately after each equilibration.
Salinity of the water was measured with a refractometer. We determined
concentrations of CH4 and CO2 in the headspaces of each sample via gas chromatography
(Shimadzu GC-2014 equipped with a split/splitless injection port) and a
hydrogen flame ionization detector. Column temperatures and flow rates followed
manufacturer specifications (Shimadzu). The detection limits are 0.1 ppm for CH4
and 10 ppm for CO2.
We calculated the solubility and percent saturation of CH4 and CO2 in these
riverine surface-water samples using formulas derived from Walter et al. (2005).
We calculated the equilibrium constant of each gas, K0, based on Weiss and Price
(1980) and used the gas constant, R, based on Eby (2004).
GHG fluxes from wetland sediments
In the wetland, 5 plots with similar plant composition were selected for chamber
experiments in June 2011. These plots were positioned within approximately 600 m
of each other, at and upstream from MS3 (Fig. 1). We installed metal collars (28
cm diameter, 6 cm deep) in the wetland soil at each of these sites 2 weeks prior to
carrying out the experiments.
To determine CH4 and CO2 fluxes, we placed transparent polycarbonate chambers
(28 cm diameter, 34 cm height, 22,940 cm3 volume) equipped with small
fans and coiled stainless steel tubes (Moseman-Valtierra et al. 2011) on top of the
previously installed steel collars sealed with water-filled channels in foam rings.
We retained intact live plants inside of these chambers and folded any plants taller
than the chamber without breaking them. During the flux chamber measurements,
we measured temperature and light levels at sediment surfaces inside and outside
of chambers with Onset Hobo pendant data loggers. We did not find a significant
difference in temperature (paired t4 = 0.88, P = 0.42) or light intensity (paired t4 =
0.24, P = 0.82) between the interior and exterior of the chambers.
We collected a series of seven 60-ml gas samples from each chamber in intervals
lasting 2–8-minutes, beginning immediately after the chamber was in place
until 22 minutes later. Gas samples were collected from a 2-m Tygon tube connected
to each chamber, following methods similar to those of Moseman-Valtierra
et al. (2011). The tubing allowed for us to collect samples from at least 2 m away
to minimize sediment disturbance. Before the collection, the tubing was flushed
by repeatedly filling the syringe and expelling to the atmosphere. Total volume of
flushing and sampling was <1% of total chamber volume.
We conducted gas-flux measurements at all 5 sites on 6 July 2011. To store the
gas samples, we transferred them underwater into pre-evacuated 12-ml Labco Exetainer
vials within 6 hours of collection until analysis. Prior testing of the plastic
syringes and Exetainers showed no change of gas concentration during a period of
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2–3 weeks, which is the length of time the samples were stored (Moseman-Valtierra
et al. 2011). We determined concentrations of CH4 and CO2 in gas samples via gas
chromatography as described above. We calculated gas fluxes from the change in
gas concentration within the chamber headspace over time in each chamber and
chamber height using Fick’s law (Healy et al. 1996, Moseman-Valtierra et al. 2011).
Statistical analyses
We tested differences in the percent saturation of GHGs in river surface water
between dates and among sampling sites using 2 separate two-factor ANOVAs in
which factor 1 was date and factor 2 was site. For both of these analyses, 3 measurements
at each site (right bank, left bank, and thalweg) were used as replicates
because they did not differ from each other on a given date. The first two-factor
ANOVA included all of the 6 sites (MS1–MS6) in the main stem of the Sheepscot
River for 3 dates (July 2010, June 2011, July 2011), and the second examined all 4
dates (July 2010, October 2010, June 2011, July 2011) but only included the sites
that were sampled all 4 times (MS2–MS5). As only 2 samples were collected from
each site in October 2010 (at the left bank and in the thalweg of the river), only
samples from those 2 positions were used per site. These 2 analyses agreed with
each other except for data that were present in 1 model exclusively. The former
analysis (all sites) was used primarily to infer spatial patterns, while the latter (all
dates) was used primarily for temporal patterns. When significant effects of site
or date were found, Tukey’s honestly significant difference tests were used in post
hoc analyses to determine which specific means differed from each other. Percent
saturation of CH4 saturation was log transformed to meet assumptions of normality.
We also tested differences in the concentration of NO3
- and percent saturation
of GHGs from the main stem and West Branch study areas with t-tests in which
the 3 replicate measurements at each site served as replicates for comparisons
between branches.
To compare pH, temperature and DO in the main stem between sampling dates
and sites, we applied the same two-factor ANOVAs described for dissolved gas
concentrations above. For vertical GHG-flux measurements, the significance of
fluxes in each chamber was determined via regressions of gas concentrations and
time (with r2 ≥ 0.90 for significant fluxes). Relationships between GHG fluxes from
wetland soils and environmental factors (temperature and light intensity) were
evaluated with linear regressions. The differences in temperature and light intensity
between the interior of chambers and the exterior of the chambers (testing artificial
chamber effects) were evaluated with paired t-tests.
Results
Spatial patterns of percent saturations of GHGs in surface water of the
Sheepscot River
In the main stem of the Sheepscot River, percent saturations of CH4 were
generally greater in the low-gradient sites (within the riverine wetland) than in the
high-gradient sites (Fig. 2b). When all sites were compared among July 2010, June
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2011, and July 2011, the percent saturation of CH4 in water samples from the 2 highgradient
sites (MS1 and MS6) were significantly lower than at 3 of the low-gradients
sites (MS3–MS5) (F5,50 = 17.45, P < 0.0001; Tables 1 and 2, Fig. 2b). This result is
generally consistent with hypothesis 1, in terms of CH4, that dissolved GHG concentrations
would be greatest in the low-gradient reach and lowest at the high-gradient
sites (Fig. 2b). However, the upstream low-gradient site (MS2) was intermediate
between the other low-gradient sites (MS3–MS5) and the high-gradient sites (MS1
and MS6). When all 4 sampling dates were included (sites MS2–MS5 only), percent
saturations of CH4 were highest at the middle low-gradient site (MS4) and lowest at
the first low-gradient site (MS2) (F3,43 = 7.57, P < 0.001).
In contrast with CH4, spatial variations in the percent saturation of CO2 did not
as clearly relate to low- or high-gradient sites (Tables 1, 2; Fig. 2c). When all sites
were compared in July 2010, June 2011, and July 2011, a high-gradient site (MS6)
had significantly lower percent saturation of CO2 than 3 low-gradient sites (MS3–
MS5) (F5,50 = 7.66, P < 0.001). The high-gradient site MS1 was intermediate, as was
the low-gradient site MS2 (Table 2, Fig. 4b). When all 4 dates were included (sites
MS2–MS5 only), the first low-gradient site (MS2) had significantly lower percent
saturation of CO2 than MS5, while the other low-gradient sites (MS3–MS4) were
intermediate (F3,43 = 5.55, P = 0.004).
Temporal variability was notable for both GHGs in the main stem. The percent
saturation of both dissolved GHGs varied significantly between the 4 sampling
periods among sites MS2–MS6 (CO2: F3,43 = 198.78, P < 0.001; CH4: F3,,43 = 9.53,
Table 1. (A) Effects of site and time on dissolved GHGs and water-quality properties of the main stem
of the Sheepscot River. Two-factor ANOVAs were used to compare upstream high-gradient, lowgradient,
and downstream high-gradient sites across sampling dates. Due to incomplete sampling, one
of the two-factor ANOVAs included all 4 dates but a subset of sites, while the other included all sites
but only 3 of 4 dates. (B) t, degrees of freedom (df), and P-values for t-tests used to compare GHG
saturations and NO3
- concentrations between the main stem and West Branch. Cond. = conductivity,
Temp. = temperature.
A. Two-factor ANOVAs
All dates All sites
(sites MS 2–MS5 only) (July 2010, June 2011, July 2011 only)
Site Time Site x time Site Time Site x time
% CO2 F3,43 = 5.5, F3,43 = 198.78, F9,43 = 1.17, F5,50 = 7.66, F2,50 = 576.50, F10,50 = 6.24,
P = 0.004 P < 0.001 P = 0.349 P < 0.001 P < 0.001 P < 0.001
% CH4 F3,43 = 7.57, F3,43 = 9.53, F9,43 = 1.44, F5,50 = 17.45, F2, 50= 0.19, F10,50 =1.11,
P = 0.0007 P = 0.0002 P = 0.22 P < 0.0001 P = 0.82 P = 0.38
Cond. F3,44= 2.20, F3,44 = 93.32, F9,44 = 0.89, F5,51 = 6.73, F2,51 = 35.52, F10,51 = 0.88,
P = 0.11 P < 0.0001 P = 0.54 P = 0.002 P < 0.001 P = 0.55
Temp. F3,44 = 12.46, F3,44 =2431.91, F9,44 = 11.57, F5,51 = 51.78, F2,51 = 993.65, F10,51 = 13.23,
P < 0.001 P < 0.001 P < 0.001 P < 0.0001 P < 0.0001 P < 0.0001
B. t-test
t df P
NO3
- June 2011 -5.29 8 0.01
CO2 June 2011 10.31 8 <0.01
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Table 2. Data for slope (from a lidar digital elevation model), discharge (Q), NO3
- concentration, percent saturation (% sat) and concentration (ppm) of CH4
and CO2, specific conductivity (SC), water temperature (T), dissolved oxygen (DO), pH, water velocity (V), water depth (h), and channel width (w) for
each site during each sampling period. n per site refers to the number of samples or data collected at that site. Reported values are the average of collections
from each site. The July 2010 sample set has two dates and discharge values because DO and pH data were collected on the second date. Discharge
is the average discharge for that date reported by the USGS (Fig. 3). In October 2010, no samples or data were collected from MS 1 and NO3
-, and V, h,
and w data were not collected due to limited time in the field.
n per Q NO3- CH4 CH4 CO2 CO2 SC T DO DO V h w
Site site Date Slope (m3/s) (uM) % sat (ppm) (% sat) (ppm) (uS/cm) (°C) (%) (mg/L) pH (m/s) (cm) (m)
MS1 3 7/15/10, 7.7×10-3 2.0, 3.4 358.4 0.9 188.8 329.9 36.8 23.5 90.5 7.92 7.50 0.19 31 11.5
7/20/10 1.2
MS2 3 7/15/10, 8.8×10-4 2.0, 3.7 1523.1 9.0 159.7 301.8 36.1 24.6 97.2 8.45 7.38 0.10 40 10.6
7/20/10 1.2
MS3 3 7/15/10, 8.5×10-4 2.0, 2.9 3009.9 15.1 183.4 288.4 37.8 25.4 93.3 8.09 7.21 0.08 64 11.2
7/20/10 1.2
MS4 3 7/15/10, 4.6×10-5 2.0, 1.7 3039.4 18.5 193.7 430.8 40.4 26.4 89.6 7.85 7.21 0.00 95 0.0
7/20/10 1.2
MS5 3 7/15/10, 1.9×10-4 2.0, 2.1 3092.6 14.1 209.6 340.9 38.0 25.7 82.3 6.86 7.02 0.08 50 35.0
7/20/10 1.2
MS6 3 7/22/10, 7.1×10-3 1.6, 3.3 1095.9 7.1 108.6 373.5 37.7 23.4 91.0 7.55 7.09 0.35 22 5.5
7/20/10 1.2
MS2 2 10/24/10 8.8×10-4 3.7 395.2 3.6 87.8 250.0 35.8 9.4 94.4 10.73 7.36
MS3 2 10/24/10 8.5×10-4 3.7 542.6 5.3 99.5 239.1 36.1 8.8 83.5 9.71 7.40
MS4 2 10/24/10 4.6×10-5 3.7 852.4 18.5 113.1 430.8 36.3 8.3 88.4 10.19 7.13
MS5 2 10/24/10 1.9×10-4 3.7 664.1 14.1 138.8 340.9 36.2 7.5 81.5 9.75 7.29
MS6 1 10/24/10 7.1×10-3 3.7 475.1 5.3 115.5 315.9 36.2 7.6 86.2 10.27 7.10
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Table 2, continued.
n per Q NO3- CH4 CH4 CO2 CO2 SC T DO DO V h w
Site site Date Slope (m3/s) (uM) % sat (ppm) (% sat) (ppm) (uS/cm) (°C) (%) (mg/L) pH (m/s) (cm) (m)
MS3 3 6/16/11 8.5×10-4 3.7 2.2 2149.8 14.7 31.3 59.5 35.4 18.7 92.9 8.68 7.53 0.30 30 3.8
MS1 3 6/15/11 7.7×10-3 4.5 1.6 121.3 1.0 20.6 54.9 35.5 16.9 93.6 9.12 7.57 0.25 24 4.2
MS2 3 6/16/11 8.8×10-4 3.7 1.8 991.3 7.3 26.8 64.9 35.9 17.8 91.9 8.78 7.63 0.19 42 3.8
MS4 3 6/16/11 4.6×10-5 3.7 1.2 5016.3 38.3 28.3 65.5 33.6 19.4 88.0 7.98 7.48 0.02 76 14.8
MS5 3 6/16/11 1.9×10-4 3.7 2.1 2642.6 20.1 30.3 95.0 37.9 18.4 77.8 7.17 7.42 0.16 41 5.4
MS6 3 6/15/11 7.1×10-3 4.5 1.6 1453.6 11.0 35.9 85.5 37.0 17.0 88.4 8.42 7.57 0.60 31 2.6
MS1 3 7/7/11 7.7×10-3 2.3 2.9 111.3 0.8 22.8 53.8 35.8 19.9 89.9 8.20 8.07 0.28 13 4.1
MS2 3 7/7/11 8.8×10-4 2.3 2.5 1370.4 9.7 31.9 70.0 36.7 21.5 93.8 8.26 7.98 0.10 33 3.3
MS3 3 7/7/11 8.5×10-4 2.3 2.0 3078.8 19.4 57.6 113.4 37.2 22.5 90.1 7.79 8.75 0.23 30 3.1
MS4 3 7/7/11 4.6×10-5 2.3 2.0 3668.2 21.1 52.0 101.6 37.7 23.9 86.2 7.27 7.98 0.03 85 0.0
MS5 3 7/7/11 1.9×10-4 2.3 0.6 2147.2 12.4 50.2 86.4 37.9 18.4 77.8 7.17 7.42 0.16 41 5.4
MS6 3 7/7/11 7.1×10-3 2.3 0.8 840.2 5.0 41.5 73.5 37.0 23.7 91.5 7.71 7.98 0.33 11 1.8
WB1 3 6/15/11 5.1×10-4 4.5 4.8 1186.4 11.2 404.2 843.6 90.7 17.6 94.5 9.01 7.84 0.05 48 5.8
WB2 3 6/17/11 6.0×10-3 3.4 3.2 884.1 8.5 409.8 817.6 81.0 20.1 78.8 7.22 7.85 0.08 40 0.0
WB3 3 6/17/11 1.5×10-3 3.4 5.5 2172.6 6.2 526.9 799.7 84.5 18.7 86.0 8.03 7.72 0.46 33 3.5
WB4 3 6/15/11 7.5×10-4 4.5 6.8 1042.6 7.6 298.7 705.9 81.1 16.5 100.0 9.79 7.76 0.81 23 2.3
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P = 0.0002; Tables 1 and 2, Fig. 2). CH4 percent saturations were significantly
higher in the summer sampling periods of both years (July 2010, June and July
2011) than during October 2010. In June and July 2011, CO2 was under-saturated
and significantly lower than both dates (July and October) of th e previous year.
River water properties did not closely match the spatial and temporal patterns of
dissolved GHG percent saturations, but there were some patterns with river gradient.
For instance, conductivity was greatest in one of the low-gradient sites (MS5)
and lowest at sites MS1 and MS2, while other sites were intermediate (F5,51 = 6.73,
P = 0.0002). Surface temperatures of the river water were greatest at the lowgradient
sites MS4 and MS5, and lowest at the high-gradient site MS1, while other
sites were intermediate (F5,5 1= 51.78, P < 0.0001). Neither the percent of dissolved
oxygen nor pH were related in a simple way to river gradient, as both were lowest at
MS5 (DO: F5,51 = 6.90, P = 0.01; pH: F17,51 = 17.50, P = 0.004), while all remaining
sites did not significantly differ from each other.
In temporal comparisons of water properties, conductivity and temperature were
lower in October 2010 than on all other dates (F3,44 = 93.32 P < 0.0001 and F3,44 =
2431.91, P < 0.0001, respectively). The temperature differed significantly between
all 4 dates, with July 2010 being greatest, followed by July 2011, June 2011, and
October 2010. The surface-water pH was highest in July 2011, with June 2011 being
intermediate and July 2010 being lowest among all 4 sampling dates (F3,44 = 61.53,
P < 0.0001). In contrast, the percent saturation of dissolved oxygen was similar
across all dates (F3,44 = 0.46, P = 0.71).
Dissolved GHGs in branches of the Sheepscot River with contrasting land use
The study area in the West Branch of the Sheepscot River, where the watershed
contains more development, roads, and agricultural land cover (Fig. 1), had significantly
higher surface-water concentrations of NO3
- and higher percent saturations
of CO2 than the main-stem study area during our measurements in June 2011 (Tables
1, 2; Fig. 4a, c). This finding is consistent with hypothesis 2 (that GHG saturations
are higher in the West Branch than the main stem) for one of two measured GHGs
(CO2). All sampling sites on the West Branch were super-saturated with CH4 and
CO2 relative to the atmosphere, while the main stem was under-saturated with CO2
when this comparison was conducted. Although we measured qualitatively higher
percent saturations of CH4 in the surface water of the main stem study area than in
the West Branch, we did not find a significant difference between the 2 study areas
(Figs. 2b, 2e, 4b).
Spatially, percent saturations of GHGs in the West Branch did not show any
significant pattern (Fig. 2e, f). This result is consistent with our hypothesis 1 that
GHGs would reflect changes in geomorphology, because the West Branch study
reach is more consistently low gradient than the main stem and does not include an
extensive riparian wetland.
Fluxes of GHGs from wetland soil
During July 2011, significant positive fluxes of CH4 were measured from wetland
soils, ranging from 4.2 to 43 mmol m-2/d-1, while significant negative fluxes
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of CO2, ranging from -5200 to -340 mmol m-2d-1, were found in all plots except C3
(Table 3). These fluxes were not significantly related to either temperature or light.
Discussion
Patterns of dissolved riverine GHGs relative to geomorphic gradients
High percent saturation of CH4 in surface water of the Sheepscot River in the
vicinity of the riverine wetland and lower percent saturation of CH4 at the high-
Figure 4. Bar graphs showing concentrations
of NO3
- (A) and percent
saturations of GHGs (B–C) in river
water at the main-stem sample sites
and the West Branch sample sites.
Bars represent the mean of all samples
collected in June 2011 from all
sites in each study area, and error
bars are calculated as the standard
error of these samples.
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gradient sites (Fig. 2) suggests that the main stem of the river is likely releasing
CH4 to the atmosphere in the study area. This spatial pattern is consistent with gas
absorption and retention in the low-gradient reach, and off gassing in the highgradient,
gravel-bedded reaches (hypothesis 1; Fig. 2b). One major control on
methanogenesis is availability of organic carbon (Jones and Mulholland 1998),
which is frequently related to gradient and riverbed substrate grain size. Therefore,
the lower concentrations of CH4 in the high-gradient reaches may be due to larger
grain size and less available organic material as opposed to the low-gradient reach,
which is underlain by organic-rich mud. The transition from high to low gradient
occurs in the main stem between sites MS1 and MS2. The slope decreases and the
wetland forest begins >0.5 km upstream of MS2. The residence time increases
through this transition, as shown by a decrease in stream velocity from MS1 to MS2
(Table 2), and this slowdown becomes more pronounced farther downstream in
the low-gradient reach (MS3–MS5). Slower water velocities may allow more CH4
from the riverbed and vegetated banks to build up in stream water, while the highgradient
reaches are more turbulent, likely causing more off-gassing. An increase in
temperature at the lower-gradient sites (Table 2) may also contribute to an increase
in methanogenesis at those locations. There is a qualitative (but not significant)
decrease in percent saturation of CH4 between MS4 and MS5, two low-gradient
sites, during the summer sampling periods (Fig. 2b). This result is likely related to
the increase in slope and velocity between these two sites (Table 2), suggesting an
increase in off-gassing. The entire length of the Sheepscot River is characterized by
these alternating steep and low-gradient reaches (SVCA 2005; Snyder et al. 2009,
2013), suggesting that this river as a whole and other rivers in the region with similar
geomorphology could be sources for CH4 to the atmosphere.
Although CO2 showed a trend of increase in the wetland and off-gassing in the
high-gradient reaches during the summer sampling periods (Table 1, Fig. 2c), the
pattern is not as clear as with CH4, and does not include all sites. CO2 saturations in
river water are influenced by abiotic processes such as the weathering of carbonate
and silicate rocks, but we cannot speculate on how variations in weathering rates
may influence our observations. Biological processes, such as methanogenesis,
may better reflect the change in morphology between non-wetland and wetland
sites, given that the organic wetland soils fuel microbial activities. CO2 percent saturations,
in contrast, may reflect more physical and chemical reactions in the river,
Table 3. Mean fluxes of greenhouse gases from five plots during the July 2011 experiments, measured
in the field.
CH4 CO2
Site mmol/m2/day mmol/m2/day
C1 15.0 -520
C2 4.2 -1700
C3 9.0 0
C4 43.0 -340
C5 22.0 -5200
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and changes in CO2 may be buffered by carbonate equilibria within the river water.
Thus, CO2 percent saturations likely do not respond to the morphology changes in
the same way as CH4.
In this study, we found elevated levels of NO3
- and CO2 in the West Branch when
compared to the main stem (Fig. 4a, c). We attribute the generally higher NO3
- in
the West Branch to the more-developed land use in the area that it drains (Figs. 1,
4a; Table 2). NO3
- concentrations in the West Branch are relatively low (Table 4),
even if higher than the main stem, and are likely not high enough to cause an increase
in CO2 production. More likely, low percent saturations of CO2 in the main
stem are reflective of high primary productivity (Salisbury et al. 2008) and possible
degassing during the relatively long water-residence time in Sheepscot Pond,
the source of water for the main-stem sites (Figs. 1, 2a). While site MS1 is about
Table 4. Average concentrations of NO3
- from different rivers, regions, and EPA criteria. Rio Tempesquito
Sur, located in South America is considered undisturbed because it has 80% or more natural
vegetative cover, population density of less than 5 individuals/km2, and less than 2.5 kg/ha/yr anthropogenic deposition
of NO3
-. “Ecoregion” refers to the level III Omernik ecoregions of the continental US, created
by the EPA based on similar ecosystems with similar types, qualities, and quantities of environmental
resources. This value represents the average concentration of NO3
- in streams and rivers in Maine’s
ecoregion. The EPA water-quality standards for the state of Florida are for streams, there is a range
due to the different criteria for different watersheds and this is the only state so far that has standards
for NO3
-. WWTP is wastewater treatment plant.
Area Avg NO3
-(μmol N/L) Source
Main stem Sheepscot River 1.75 This study
West Branch Sheepscot River 5.07 This study
Average Sheepscot River watershedA 20 Whiting 2006
Highest Sheepscot River watershedA 225B Whiting 2006
Rio Tempesquito Sur (undisturbed watershed) 10 Lewis et al. 1999
Rivers in Maine ecoregion 19.1 EPA 2010b
EPA water quality standards for Florida 48–134C EPA 2010a
Husdson (tidal) 60 Cole and Caraco 2001
Temmesjoki (eutrophic) 36–132 Silvennoinen et al. 2008
Upstream seine (upstream of WWTP and high 179 Garnier et al. 2009
population density)
Downstream seine (downstream of WWTP and 286 Garnier et al. 2009
high population density)
Boghall drainage ditch (drainage from highly 221–428 Reay et al. 2003
fertilized agricultural land)
South Platte (N enriched by WWTP discharge) 425–700 McMahon and Dennehy 1999
AWatershed refers to the river itself as well as tributaries to that river.
BEstimated 90th percentile from the SVCA main stem site with the highest NO3
- values (Whiting
2006).
CThese numbers represent the concentration of total N, not just NO3
-; to compare, total N is about
double NO3
-.
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2 km downstream from the outlet of Sheepscot Pond, WB1 is more than 16 km
downstream from Branch Pond. Therefore, in our study areas, the main stem river
waters may be more representative of lake water, while higher CO2 saturations in
the West Branch are more characteristic of stream water. High productivity should
be reflected by higher saturation of dissolved oxygen in the main stem (Table 2),
which was also well oxygenated as a result of turbulence.
Despite the trend of higher CH4 in surface water of the main stem than in the
West Branch (Figs. 2b, 2e, 4b), which may suggest a link between proximity of
surface water to a wetland and CH4 percent saturations, we did not see a significant
difference in percent saturation of CH4 between these two branches. This finding is
likely due to the high variability within the main stem, where values ranged from
1000 to 5000 percent saturation within the low-gradient sites. The lack of significant
difference may also be explained by: (1) CH4 addition in several wetlands
along the West Branch 2–15 km upstream of WB1, and (2) little opportunity for
off-gassing in the relatively low-gradient segment from WB1 to WB4 (Fig. 2). This
interpretation suggests that although there may not be a direct correlation between
wetland proximity and surface water CH4, there is likely a link between stream
morphology and CH4, as discussed above.
Dissolved GHG and NO3
- within the Sheepscot River and comparisons to other
rivers
As we observed in both the main stem (on most dates) and West Branch of the
Sheepscot River (Fig. 2b, d; Table 2), river channels are frequently super-saturated
with CH4 and CO2 with respect to the atmosphere (Tables 5, 6; Hope et al. 2004,
Jones and Mulholland 1998, Neal et al. 1998, Raymond et al. 2013). Although
water in the Sheepscot River during this study was generally super-saturated with
these gases, the concentrations we observed were relatively low when compared
to published data from other rivers (Tables 5, 6). Studies have found contradicting
patterns between different rivers pertaining to the fluctuation of percent saturations
of CH4 temporally, some having the highest saturations in winter (Silvennoinen
et al. 2008), others finding higher saturations in summer (Jones and Mulholland
1998), or one study finding no seasonal patterns at all (Hope et al. 2004). Seasonal
effects may be the cause for some variation between our small data set for the summer
and fall and other larger data sets focused only in the summer, winter, or year
round (Table 5). Additionally, the forested, temperate rivers most closely related to
the Sheepscot River (Tyne, Elbe, Ouse, Hudson) are much larger and therefore may
have the capacity to produce and retain more CH4 (Table 5).
The relatively low percent saturation of CO2 observed in this study, and particularly
the under-saturation of CO2 that was observed in June and July 2011 in the
main stem, is unusual for freshwater systems. There are many factors that affect
CO2 saturations in stream water, and any combination of them may be affecting
the saturations measured in this study. Biological productivity in the source waters
(Sheepscot Pond) of the main stem and off-gassing of CO2 within that lake may be
the main factor contributing to the low CO2 percent saturations that we observed
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Table 5. Values of percent saturation of CH4 in surface water of different rivers in the literature. Standard
errors are in parentheses. Rivers are roughly listed from low to high based on average percent saturation.
River % saturation Measuring period Source
West Branch Sheepscot 1110 (22.7) June This study
study area
Main stem Sheepscot 1710 (19.8) October, June, July This study
study area
Tyne 75–4129 December Upstill-Goddard et al. 2000
Rio San Pedro (tidal salt 514–5000 Year round Ferron et al. 2007
marsh creek)
Elbe 1750–3500 Summer Wernecke et al. 1994
Ouse 3861 (667) December Upstill-Goddard et al. 2000
Amazon 6300 (1050) Spring Bartlett et al. 1990
Temmesjoki (eutrophic, 10,270 (1620) Summer Silvennoinen et al. 2008
freshwater)
Hudson (tidal, 4400-42,400 Summer de Angelis and Scranton 1993
freshwater)
Temmesjoki (eutrophic, 15,440 (1420) Year round Silvennoinen et al. 2008
freshwater)
Table 6. Values of percent saturation and partial pressures of CO2 in surface water of different rivers in
the literature. Standard errors are in parentheses. Rivers are listed from low to high based on average
percent saturation and partial pressure. Partial pressures were used due to limited percent saturation
data in the literature.
% pCO2 Measuring
River saturation (μatm) period Source
Main stem Sheepscot River 88.7 (0.99) 498.4 (6.0) October, This study
June, July
Third-order streams in Sweden 1950 Year round Humborg et al. 2010
(mainly boreal forested)
West Branch Sheepscot River 343.0 (8.9) 1969.3 (20) June This study
1120 rivers in North America 2091 Year round Lauerwald et al. 2013
Rivers in conterminous US 2109 Jones et al. 2003
Third-order streams in the 3000 Year round Butman and Raymond 2011
northern US
Rivers in the temperate zone 3200 Aufdenkampe et al. 2011
(25°–50° latitiude)
Streams in the temperate zone 3500 Aufdenkampe et al. 2011
(25°–50° latitiude)
Rio San Pedro (tidal salt 295–1270 Feb–May, Ferron et al. 2007
marsh creek) July, Sept
Temmesjoki (eutrophic, 560 (69) Summer Silvennoinen et al. 2008
freshwater)
Temmesjoki (eutrophic, 890 (89) Year round Silvennoinen et al. 2008
freshwater)
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(as discussed above). Additionally, we may have seen low saturations because our
samples were collected during relatively low discharge (Fig. 3). Both Butman and
Raymond (2011) and Lauerwald (2013) suggest that precipitation may affect CO2
concentrations on a short timescale, specifically by flushing fringing wetland soils
and delivering CO2 to the river water. Our sampling periods may have missed times
after rain events when concentrations are higher. As previously mentioned, CO2
production is regulated by availability of dissolved organic carbon (DOC), N, temperature,
and O2 (Neal et al. 1998) and also may be correlated with pH (Lauerwald
et al. 2013). When we tested these factors (pH, concentration of NO3
-, temperature,
and DO) with the percent saturation of CO2, we did not find any significant relationships,
but we did see some trends.
During this study, we measured pH values that were generally higher than those
measured in other similarly sized Maine rivers, which may suggest a link to lower
CO2. The US EPA (2012) reports an average pH of 6.30 for 19 other wadeable
streams in Maine, which is much lower than our average of 7.56 (Table 2). Because,
like CO2 concentrations, pH may be controlled by and negatively correlated with
precipitation (Lauerwald et al. 2013), it is possible that our data shows higher pH
values because we collected samples during relatively low discharge (Fig. 3). Also,
both pH and CO2 in streams are heavily influenced by biogeochemical processes as
well as gas exchange between the water and atmosphere (Lauerwald et al. 2013).
Possibly, processes that are beyond the scope of this study are influencing the pH
and CO2 content of river water. Because pH and CO2 are negatively correlated
(Lauerwald et al. 2013), these findings of higher pH during our study may suggest
why overall CO2 percent saturations were low.
Although various studies have detected high NO3
- levels in some parts of the
Sheepscot River, and considered the main stem to contain significant nutrient pollution
(Arter 2004, Bricker et al. 1999, McClean et al. 2007, Whiting 2006), we
found low NO3
- concentrations during this limited study in all sites that we examined
(Table 2). This result is especially evident when the average concentration from
this study is compared with other “undisturbed” watersheds, or rivers with known
NO3
- pollution sources (Table 4). The generally low NO3
- concentrations in both the
main stem and the West Branch are consistent with a study of anthropogenic nitrogen
sources to 16 rivers in the northeastern US, which concluded that 4 rivers in Maine had
the lowest nutrient concentrations (Boyer et al. 2002). Because water chemistry and,
specifically, nutrient concentrations are temporally dynamic and vary with dry and
wet seasons (Peterson and Benning 2013, Shields et al. 2013), our measurements
likely missed nutrient pulses that could have occurred during periods with higher runoff
that other studies may have observed, as our measurements were focused in times
of relatively low discharge (Fig. 3). Low nutrient availability may lead to low organic
content and low respiration, which might have contributed to the low CO2 percent saturations
we observed as compared to other rivers (Table 6), but further investigation
of this and other rivers is needed to determine a significant link.
Additionally, because our data set is limited mainly to the summer during the
day time when primary productivity is high, and under-saturation of CO2 is likely
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2015 Vol. 22, No. 1
the result of high phytoplankton productivity (Salisbury et al. 2008), our sampling
may have missed periods throughout the day and year when respiration is greater
and primary production is less. However, high productivity should be reflected
by super-saturation of dissolved oxygen, which we did not see during this study
(Table 2). Water sourcing, precipitation, pH, NO3
-, stream temperature, and primary
productivity might all be contributing factors to the low CO2 percent saturations
observed in this study, but none alone are sufficient to support our findings.
Overall, carbon cycling in river systems is complex, and with our small snapshot
of data from only a few days of sampling in the Sheepscot River, it is difficult to determine
a single explanation for our low reported CH4 and CO2 percent saturations.
The possible sources and sinks for CO 2 and CH4 in the Sheepscot River, as well as
in other rivers where these greenhouse gases have been investigated (e.g., Butman
and Raymond 2011, Striegl et al. 2012), are still not fully quantified, and therefore
a more detailed study of these processes is needed to determine their influence on
GHGs in the atmosphere.
GHG fluxes from wetland soils
Significant positive fluxes of CH4 from wetland soil adjacent to the main stem
(Table 3), suggests that the wetland itself is also likely a contributor of CH4 to the
atmosphere. Interestingly, CH4 fluxes from wetland soils (average = 12.5 mg CH4
m-2 h-1) during this study exceeded those measured in salt marshes in Massachusetts
(average range = 0.05–5 mg CH4 m-2 h-1) by Moseman-Valtierra et al. (2011) by
about two orders of magnitude despite identical techniques. Fluxes measured in this
study also greatly exceeded fluxes from a brackish coastal marsh in the Chesapeake
Bay (average range = 0.6–2.6 mg CH4 m-2 h-1; Bartlett et al. 1987). This striking
difference is consistent with higher CH4 production from freshwater wetlands than
salt- or brackish-water wetlands that has been reported previously (Kang and Freeman
2002, Wang et al. 1996). However, it is important to note that the exceptionally
large fluxes measured in this study are likely also due to our small sample set of one
hot day in July when microbial activity was high.
In the main-stem wetland soil, CO2 fluxes were negative (indicating consumption)
at all plots except C3 (Table 3) where no significant CO2 flux was detected.
The CO2 consumption rates that we observed in the wetland along the main stem
are consistent with CO2 uptake reported in other natural wetlands, where photosynthesis
generally exceeds respiration (Liikanen et al. 2009, Whiting and
Chanton 2001), especially during the day or during the growing period (Lafleur
2009). Again, our chamber deployments were limited to a sunny day in July,
when plant productivity was likely at its peak, and so the CO2 consumption rates
we measured (average = 2920 mg CO2 m-2 h-1) are exceptionally high relative to
other studies that observed CO2 production including another freshwater wetland
(average range = 21–35; Roobroeck et al. 2010), another study on the US east
coast (average = 226 mg CO2 m-2 h-1; Morris and Whiting 1985), and Moseman-
Valtierra et al.’s (2011) study in New England salt marshes with similar chamber
techniques (average = 380 mg CO2 m-2h-1).
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139
Conclusions
We found dissolved CH4 to be super-saturated in surface waters in a section of
the main stem of the Sheepscot River relative to the atmosphere during 4 sampling
periods between June 2010 and July 2011 (Fig. 4a). Spatial patterns of percent
saturation of dissolved CH4 in river water appear to generally be linked to channel
geomorphology, with CH4 absorption and retention in the low-gradient reach and
off-gassing in the high-gradient reaches (Fig. 2a, b), suggesting that during this
study this channel was likely a source of CH4 to the atmosphere. During June and
July 2011, we observed under-saturation of CO2 in the river water (Fig. 2c). This
result may be linked to primary productivity and off-gassing in the lake upstream
of the study area, as well as low precipitation and higher pH in the river water at
that time (Tables 1, 2) and a combination of other water-chemistry factors. Our
small sample size, focused during the day in mainly summer months when primary
productivity is high, also likely influenced the low levels. Additionally, soils in a
fringing wetland showed positive fluxes of CH4, suggesting that the wetland was
a source of CH4 during the time of the study (Table 3), and negative fluxes of CO2,
suggesting that the wetland was a sink for CO2 on the sunny summer day when we
sampled (Table 3).
Concentrations of NO3
- and the CO2 in river water were both significantly greater
in the West Branch of the Sheepscot River than in the main stem, likely suggesting
a relationship of land development in the watershed with nutrient loading, but there
is not enough evidence to support a link between NO3
- and CO2 (Fig. 4). Elevated
CO2 levels in the West Branch are likely reflective of river-water processes, as opposed
to lake-water processes that may have influenced the main stem. During our
study period (focused in summer months with low river discharge; Fig. 3), concentrations
of NO3
- in the Sheepscot River were generally low. Temporal dynamics
and biogeochemical responses of riverine systems to more chronic nitrogen loads,
including responses of wetlands within them, should be investigated more thoroughly
to better understand impacts of watershed development and water quality
on GHG emissions. These data from relatively pristine reaches of the Sheepscot
River in Maine may serve as initial references for more disturbed ecosystems in the
northeastern US and elsewhere.
Acknowledgments
This work was funded by National Science Foundation award 0645343. We thank the
University of New Hampshire and the Woods Hole Oceanographic Institution for surfacewater
NO3
- analyses, the US Geological Survey for discharge data provided and assistance
in equilibration procedures and calculations, and the University of Maine Darling Marine
Center for accommodations during field work. We thank Dan Hallstrom, Kim Rhodes, Billy
Armstrong, Andrew Nesheim, and Stephanie Strouse for assistance during sampling and
data collection, and the Rafuse family for river access. This manuscript was greatly improved
by comments from 2 anonymous reviewers and Manuscript Editor Peter Raymond.
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2015 Vol. 22, No. 1
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