The circulating solutions used in the FTR experiments were made with mixtures of oligotrophic marine water (salinity, 36) and river water (salinity, 0), collected from the Coliemore Harbor (53.274 8°N, 6.093 9°W) and the Phoenix Park in Dublin (53.355 8°N, 6.318 7°W), respectively. Before the experiments, the mixed solutions were aerated for 2 h to saturate dissolved oxygen (DO). To explore the effects of salinity and input
${\rm {NO}}_3^- $ concentration on consumption/production rates in the sediments, three treatments were employed in the experiments. The first treatment corresponds to the mixture of natural river water and marine water, and this was identified as the control. The
${\rm {NO}}_3^- $ concentrations in both river water and marine water were low (approximately 12 μmol/L and 2.3 μmol/L). After mixing, the final salinities of the reaction solutions were 0, 10, 15, 20, 30 and 36 (6 runs in the treatment). In the second treatment, river water was spiked with
${\rm {NO}}_3^- $ to a final concentration of approximately 100 μmol/L, while the seawater remained unchanged. This intends to simulate the dispersion of
${\rm {NO}}_3^- $ enriched freshwater along a salinity gradient in coastal zones. For the third treatment, both river water and seawater were spiked with
${\rm {NO}}_3^- $ to a final concentration of 100 μmol/L, eliminating the effect of mixing of fresh and marine waters over
${\rm {NO}}_3^- $ concentration, and therefore testing for the effect of changing salinity alone. The mixing proportions between river water and seawater in the second and third treatments were identical to the first treatment. In total, three treatments with 18 runs were included in the present study. Each run was performed in triplicate. Prior to mixing, both “endmember” water samples were filtered through GF/F filters (Whatman
®; average pore size, 0.7 μm) to remove suspended particles. The flow rate of porewater in the reactor cells was 1.5 mL/min, similar to the advection rate in permeable beaches (
Rocha et al., 2009;
Ibánhez et al., 2011), which guaranteed the long reaction time for solutes with sediment particle surface (
Jiang et al., 2018a). The input solution was pumped from the bottom to the top to simulate the 1-D advection transport in benthic environments (
Fig. 1). Prior to each experimental run, the input solution was pumped through the sediment overnight (ca. 12 h) at the working porewater velocity for acclimatization. Subsequently, the run started and water samples were collected at both the input solution and the output stream (
Fig. 1) every 60 min (similar to the porewater residence time in the reactor cells) for 3 h (3 collections in total). In parallel, DO content at both input and output solution was determined with an OxiCal
® probe under the salinity calibration mode. Water samples for the determination of dissolved organic carbon (DOC) were stored in amber glass vials at 4°C after acidification to pH<2 using 2 mol/L HCl. Samples for fluorescent dissolved organic matter (FDOM) were stored in glass vials at −20°C. Water samples for the concentration of dissolved inorganic nitrogen (DIN) species, including
${\rm {NO}}_3^- $, nitrite (
${\rm {NO}}_2^-$), and ammonium (
${\rm {NH}}_4^+ $), as well as soluble reactive phosphorus (SRP) were stored in vacutainers at 4°C with a preservation period of less than one week (
Jiang et al., 2017b). Samples for δ
15N-
${\rm {NO}}_3^- $ were stored in vacutainers at −20°C. The initial concentrations of DO, DOC,
${\rm {NO}}_3^- $,
${\rm {NH}}_4^+ $,
${\rm {NO}}_2^-$ and SRP at each run are outlined in Supplementary Table S1.