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Factors affecting nitric oxide and nitrous oxide emissions from ...

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In the laboratory, N2O samples were taken <strong>from</strong> the Mason jars, as described above, a further<br />

20 minutes after the NOx flux had been measured. Checks were made to ensure that the N2O<br />

gas concentration increased at a linear rate over the twenty minute period. The N2O flux was<br />

calculated as follows:<br />

F<br />

N 2O<br />

( C<br />

<br />

t<br />

Ci<br />

) V<br />

Mwt<br />

R T<br />

A<br />

N 2O<br />

where, FN2O is the N2O flux (g N2O m -2 h -1 ), Ct <strong>and</strong> Ci are the N2O concentrations at time t<br />

<strong>and</strong> time zero (L N2O L -1 ), V is the headspace volume (L), MwtN2O is the mass of a mole of<br />

N2O (g N2O mol -1 ), R is the universal gas constant (8.314472 J K -1 mol -1 ), T is the<br />

temperature (K) <strong>and</strong> A the soil surface area (m 2 ).<br />

3.6 Soil measurements<br />

3.6.1 Soil pH<br />

Soil surface pH was measured using a Hanna HI 9025C portable pH meter fitted with a soil<br />

surface probe (Broadley-James Corporation, Irvine, CA, USA). This was calibrated with<br />

(3-2)<br />

buffer solutions in the laboratory prior to use in the field. The soil surface was moistened with<br />

one drop of deionised (DI) water prior to placing the probe on the surface.<br />

Bulk soil pH was measured by diluting soil samples 1: 2.5 with deionised water, shaken by<br />

h<strong>and</strong> for approximately 30 seconds. The pH was measured with a pre-calibrated pH meter<br />

equipped with a Broadley James pH electrode. The pH meter was calibrated using buffer<br />

solutions of pH 4 <strong>and</strong> 7.<br />

3.6.2 Soil inorganic-N determinations<br />

Soil inorganic-N concentrations were determined by extracting the soil with 2 M KCl<br />

(Mulvaney, 1996) <strong>and</strong> analysing the extracts with colorimetric flow injection methods for<br />

NH4-N, NO2-N <strong>and</strong> NO3-N (Alpkem, FS 3000).<br />

3.6.3 Water-filled pore space<br />

The water-filled pore space was determined using gravimetric soil water content (θg) <strong>and</strong> soil<br />

bulk density. The determination of gravimetric soil water contents (θg) was performed on subsamples<br />

of soil. This was done by drying soil at 105 o C for 24 h <strong>and</strong> recording the changes in<br />

mass. In the field, soil bulk density was determined, by taking soil cores (5 cm diameter) to a<br />

22

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