1 Brown et al. Supplemental Materials 2 Correction of high frequency flux losses associated with low flow 3 Over the duration of the experiment, flow rates through the sampling tube leading 4 to the FMA varied due to changes in the tubing configuration and pump setup. From 10 5 May 2011 to 3 June 2011, air was drawn down a 4.5 m tube (Dekoron Dekabon, Mount 6 Pleasant, TX) 9.6 mm in diameter with a single pump which resulted in a delay of 12 s 7 (calculated by maximizing the covariance of the CH4 mol fraction and sonic temperature) 8 relative to the sonic anemometer measurements. To reduce potential high frequency 9 losses to the signal, a 2nd pump was added in parallel (3 June 2011) reducing the delay 10 time to 4.5 s. Between 17 April and 26 July 2012 one of the pumps malfunctioned, 11 returning the delay time to 12 s. Narrower diameter tubing was installed (5 m long 4.3 12 mm in diameter) on 7 September 2012 reducing the delay time to 1.6 s. 13 Beginning 13 June 2012, an open-path CH4 analyzer (model LI-7700, LI-COR, 14 Inc, Lincoln, Nebraska) was mounted on the tower about 35 cm from the center of the 15 sonic anemometer. CH4 density measurements were made at 20 Hz and were recorded on 16 the site computer. Fluxes (FCH4LI) were calculated on a 30 min basis and density 17 corrections were applied following Webb et al. [1980] including LI-7700-specific 18 spectral broadening adjustments [LI-COR Inc., 2011]. Data were filtered based on the 19 received signal strength indicator (RSSI) value (an indicator of window clarity), the LI- 20 7700 coded diagnostic value, and nighttime periods with u* less than 0.1 m s-1 resulting in 21 removal of 54% of the data. Gaps in FCH4LI were filled using the method described for 22 FCH4 (see main text). No spectral corrections were applied to either the open or closed 23 path flux measurements. 24 For the comparison period, FCH4 was less than FCH4LI (Fig.1). The results from 25 the orthogonal regression of FCH4 vs. FCH4LI indicated the difference between the two 26 measurements was greatest when only one pump was used (slope = 0.79) as expected 27 with high frequency signal loss due to low flow rates through the sample tube and FMA. 28 The difference was reduced slightly with the addition of a 2nd pump (slope = 0.81) and 29 again with narrower diameter tubing (slope = 0.88) (Fig. 1). 30 coefficients were used to correct FCH4 during the study period based on the tubing and These regression 1 31 pump configuration. Note that FCH4LI could still underestimate the actual flux due to 32 path averaging and sensor separation effects. 33 ● 60 ● ●● ● ● ● ● ● ● ●● ● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ●●● ● ● ●● ● ●● ● ● ● ● ●● ●●●●● ●●●● ● ● ● ● ● ●● ●● ●● ●● ●●● ●● ● ● ● ● ● ● ● ●● ●● ● ● ●● ●●● ● ●● ●●● ● ●● ●●● ●● ●●● ● ● ● ● ● ● ●●● ●●●●● ●● ● ● ● ●●●●● ● ● ●●●●● ● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ●●●● ●● ● ●●●● ● ● ●●●● ● ● ●● ●●● ● ●● ● ● ● ●●●●● ● ●●● ● ●●●●●●● ●● ● ● ●● ● ● ●● ●● ● ● ●●●●●●●● ●● ● ● ●● ●● ●● ● ● ● ● ● ●●● ●● ●● ● ●●●●●●●●●●●● ● ● ● ●● ●● ●● ● ● ● ●●●●●●●●● ●●● ●● ● ●● ●● ●● ●● ● ●● ● ●●● ● ●●●●●●●● ● ● ●●●●●●●● ● ●●● ●●●●● ● ●● ●● ●●● ●●●●●●● ●●●●● ● ● ● ●● ● ● ●●●● ● ● ● ●●●●●●●● ●●●● ●● ● ● ● ●●●●●●● ●●● ● ●●● ● ● ●● ● ●● ●● ●● ● ●●● ● ●● ● ●●● ● ●● ●●● ● ●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●● ●●●●● ● ● ●● ●●●● ● ●●●● ●●● ● ●●● ● ● ●●●●●●● ●●●●●● ●●●●●●● ● ●● ●●● ● ● ● ● ● ●●● ● ●●● ● ● ● ●● ●● ● ● ●● ●● ● ● ●● ●● ● ●● ●●●● ● ●● ● ● ●● ● ● ● ● ● ●● ● ●● ●●●● ●● ● ● ●● ● ●●● ● ● ●● ● ● ● ●● ● ● ●● ●● ●●● ● ●●●● ● ● ● ● ●●●● ●● ●●●●● ●●● ●●●●●● ●● ●● ● ●● ●● ●● ● ●● ● ● ●● ● ●● ● ● ●● ●● ● ● ●●● ● ●● ●●●●● ● ●● ●● ●●● ● ● ● ● ● ● ● ●●●● ● ● ●●● ● ● ● ● ● ● ● ●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●● ● ● ● ● ●●●● ● ●●●●● ●●● ● ● ● ● ●●● ●● ●● ● ● ● ●● ● ●● ● ● ● ● ● ● ● ● ● ● ●● ● ● ● ● ●● ●●● ● ● ● ●●● ●● ● ●● ● ●● ●● ● ●● ● ● ●●●●●●●●●●●●● ●● ●●● ●●● ● ● ● ●● ● ● ● ● ● ● ● ●●●●●●●●● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●● ●● ●●● ●● ● ● ●● ●●● ●●● ● ● ● ●●●●● ● ● ●● ●● ● ●●●● ● ● ● ● ● ●● ● ●● ●●●●●● ● ● ● ● ● ● ● ● ● ●● ● ● ●●● ● ● ● ● ● ● ●● ● ● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●● ●● ● ● ● ●● ● ● ● ● ● ● ●● ● ● ●● ● ● ● ● ●●● ●● ● ● ● ● ●●● ● ● ● ● ● ● ● ● ●● ● ● ● ●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●● ● ●● ●● ● ● ● ●● ● ● ● ● ● ● ●● ● ● ● ● ●● ●● ● ● ● ● ● ●● ● ● ●● ● ● ● ● ● ● ● ●● ● ● ●● ● ● ● ● ● ●●●●●●●●●●● ●● ● ● ● ●● ● ● ● ●● ● ● ● ● ● ●● ●● ● ● ● ● ●● ● ●● ● ●● ● ● ●● ● ● ● ● ● ● ●●● ●● ● ● ●● ●● ●● ● ● ● ● ● ● ● ● ●●● ●● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ●● ● ● ●●●●● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●● ●●●● ● ● ●● ●● ●● ● ●●●● ● ● ● ●● ●● ● ● ● ● ●● ● ●● ● ● ●● ●● ●● ● ●● ● ●●●●●● ● ● ● ● ● ●●● ●●●●● ●● ● ●● ●●●●● ●● ●● ● ●● ● ●●● ●●●●●● ●● ●● ● ●●●●●●●●●●●●● ● ●● ● ●● ● ● ● ●● ● ● ● ● 40 30 20 10 −10 0 ● ● ● F CH4 ( nmol m-2s-1) ● ● ● 50 F CH4 F CH4 LI 1 F CH4 LI 2 F CH4 LI 3 40 50 ● 0 10 20 30 40 F CH4 LI ( nmol m-2s-1) 50 60 0 10 20 ( mg C m-2d-1) 30 −10 34 35 Figure S1. Daily values of methane flux calculated with the closed-path methane fast 36 analyzer (FCH4) and the LI-7700 open-path analyzer ( FCH4LI) between 15 May and 30 37 Sep 2012. 38 (FCH4LI1, red line) when only one pump was used to pull air into the FMA through a 4.5 39 m tube 9.6 mm in diameter; from 26 Jul to 7 Sep, a second pump was added (FCH4LI2, 40 green line); and from 7 Sep onward, a 5 m long tube, 4.3 mm in diameter replaced the 41 larger diameter tube while the two pumps continued operating (FCH4LI3, orange line). 42 Comparison of the 30 min, not gap-filled FCH4 and FCH4LI for the same three periods 43 (inset). The linear orthogonal regressions are represented by the red line (slope = 0.79, 44 intercept =1.34, r2 = 0.78, p < 0.001) for the first period, green line (slope = 0.81, 01 Jun 01 Jul 01 Aug 01 Sep FCH4LI has been partitioned into three periods: from 13 Jun to 26 Jul 2 45 intercept =0.52, r2 = 0.69, p < 0.001) for the second period and orange line (slope = 0.88, 46 intercept =-0.74, r2 = 0.74, p < 0.001) for the last period. Black line is the 1:1 line. 47 48 FCH4 modeling 49 50 Classification and regression tree analysis (CART) was used to select the environmental 51 variables that influenced day-to-day variations in FCH4. Nine variables were tested 52 including daily average water table depth, soil temperature at 40 cm, air temperature, 53 PAR, friction velocity, atmospheric pressure, daytime and nighttime dominant wind 54 directions, and daily total gross ecosystem production. Variations in daily air 55 temperature and 40 cm soil temperature are illustrated in Figure S2. The regression tree 56 is shown in Figure S3. Results for the parameterization of a multiplicative model and 57 individual terms are given in Table S1. 30 2011 20 Temperature (°C) 10 0 30 2012 20 10 0 58 M J J A S 59 Figure S2. Daily average air temperature (solid line) and 40 cm soil temperature (dashed 60 line) for the two study periods from 15 May (DOY 136) to 30 September (DOY 274) at 61 Mer Bleue in 2011 and 2012. 3 62 63 64 65 66 Figure S3. Optimal regression tree for daily total FCH4 and environmental variables including average soil temperature at 40 cm below a hummock (T40cm), average water table depth (WT), and average air temperature (Tair). 67 68 69 70 71 72 73 74 75 Table S1. Model parameterization results for the following daily FCH4 model and its ((𝑇𝑎 −10)/10) ((𝑇40𝑐𝑚 −10)/10) (− ̅̅̅̅̅̅)2 (𝑊𝑇−𝑊𝑇 ) 2𝑑2 individual terms: 𝐹𝐶𝐻4 = 𝑎 𝑏 𝑐 𝑒𝑥𝑝 . Models were parameterized with even days through both growing seasons (n = 137) and tested with odd days (n = 134). Description a b c d g R10 r2 RMSE Full model 1.53 1.66 11.91 14.24 0.35 7.91 With 2.77 1.64 0.98 8.08 0.27 8.36 exponential WT term1 Ta only 1.44 12.02 0.08 9.21 T40cm only 1.83 14.05 0.06 9.50 Both 1.69 1.40 10.79 0.12 9.14 temperatures WT only, as 20.97 12.96 0.17 8.76 Gaussian term WT only, as 0.99 16.42 0.06 9.57 exponential term1 1 𝐹𝐶𝐻4 = 𝑅10 𝑔(𝑊𝑇−45.2) where 45.2 cm is the average WT during the study period. Parameters a, b, and g are unitless, c and R10 are in nmol m-2 s-1, and d is in cm. AIC 978 1005 1048 1028 1024 1023 1054 76 4 77 References 78 79 80 81 LI-7700 Open-path CH4 Analyzer Instruction Manual. LI-COR Biosciences Publication No.984-10751, Lincoln, USA, 170 pp. 82 density effects due to heat and water vapour transfer. Quarterly Journal of the Royal 83 Meteorological Society, 106,85–100. Webb E. K., G. I. Pearman, and R. Leuning (1980), Correction of flux measurements for 84 5