Estuarine, Coastal and Shelf Science 131 (2013) 271e281
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Estuarine, Coastal and Shelf Science
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Benthic metabolism and nitrogen dynamics in an urbanised tidal creek: Domination of DNRA over denitrification as a nitrate reduction pathway
Ryan J.K. Dunn a,*, David Robertson b,1, Peter R. Teasdale b, Nathan J. Waltham c,2, David T. Welsh b a Griffith School of Engineering, Gold Coast Campus, Griffith University, QLD 4222, Australia b Environmental Futures Centre, Gold Coast Campus, Griffith University, QLD 4222, Australia c Catchment Management Unit, Gold Coast City Council, PMB 5042 Gold Coast Mail Centre, QLD 9729, Australia article info abstract
Article history: Benthic oxygen and nutrient fluxes and nitrate reduction rates were determined seasonally under light Received 13 March 2013 and dark conditions at three sites in a micro-tidal creek within an urbanised catchment (Saltwater Creek, Accepted 26 June 2013 Australia). It was hypothesized that stormwater inputs of organic matter and inorganic nitrogen would Available online 9 July 2013 stimulate rates of benthic metabolism and nutrient recycling and preferentially stimulate dissimilatory nitrate reduction to ammonium (DNRA) over denitrification as a pathway for nitrate reduction. Storm- Keywords: waters greatly influenced water column dissolved inorganic nitrogen (DIN) and suspended solids con- benthic metabolism centrations with values following a large rainfall event being 5e20-fold greater than during the stormwater impacts nutrient fluxes preceding dry period. Seasonally, maximum and minimum water column total dissolved nitrogen (TDN) denitrification and DIN concentrations occurred in the summer (wet) and winter (dry) seasons. Creek sediments were dissimilatory nitrate reduction to highly heterotrophic throughout the year, and strong sinks for oxygen, and large sources of dissolved ammonium organic and inorganic nitrogen during both light and dark incubations, although micro-phytobenthos sub-tropical (MPB) significantly decreased oxygen consumption and N-effluxes during light incubations due to Saltwater Creek photosynthetic oxygen production and photoassimilation of nutrients. Benthic denitrification rates ranged from 3.5 to 17.7 mmol N m2 h 1, denitrification efficiencies were low (<1e15%) and denitrification was a minor process compared to DNRA, which accounted for w75% of total nitrate reduction. Overall, due to the low denitrification efficiencies and high rates of N-regeneration, Saltwater Creek sediments would tend to increase rather than reduce dissolved nutrient loads to the downstream Gold Coast Broadwater and Moreton Bay systems. This may be especially true during wet periods when increased inputs of particulate organic nitrogen (PON) and suspended solids could respectively enhance rates of N-regeneration and decrease light availability to MPB, reducing their capacity to ameliorate N- effluxes through photoassimilation. Ó 2013 Elsevier Ltd. All rights reserved.
1. Introduction Spilmont et al., 2011; Pagès et al., 2012; Dunn et al., 2012a), result- ing in significant spatial and temporal variations in benthic processes The biogeochemistry of coastal waterways is influenced by many (Sundbäck et al., 2000; Welsh et al., 2000; Wilson and Brennan, 2004; competing and interacting physical and biological factors (e.g. Thornton et al., 2007; Nizzoli et al., 2007; Dunn et al., 2012a). Surface Rysgaard et al., 1995; Sundbäck et al., 2000; Bartoli et al., 2000; sediments play a significant role in the microbially mediated trans- Azzoni et al., 2001; Sakamaki et al., 2006; Dunn et al., 2009; formations of nitrogen (Rysgaard et al., 1993, 1995; Fenchel et al., 1998; Dunn et al., 2012a) and therefore understanding the pro- cesses that influence the attenuation and recycling of N-species is of * Corresponding author. Present address: Asia-Pacific ASA Pty. Ltd., P.O. Box 1679, great importance for coastal managers challenged with managing Surfers Paradise, QLD 4217, Australia. competing conservation and development land uses (Laima et al., E-mail addresses: [email protected], [email protected] (R.J.K. Dunn). 2002; Wilson and Brennan, 2004). 1 Present address: Science Museum (London), Exhibition Road, London SW7 2DD, Coastal waterways are often subject to extensive urbanisation United Kingdom. 2 Present address: Centre for Tropical Water and Aquatic Ecosystem Research (Pauchard et al., 2006; Lee et al., 2006), which typically results in (TropWATER), James Cook University, QLD 4811, Australia. major changes in both the volume and quality of stormwater runoff
0272-7714/$ e see front matter Ó 2013 Elsevier Ltd. All rights reserved. http://dx.doi.org/10.1016/j.ecss.2013.06.027 272 R.J.K. Dunn et al. / Estuarine, Coastal and Shelf Science 131 (2013) 271e281
(Line and White, 2007; Bratieres et al., 2008). Urban stormwater is inventory of Saltwater Creek (Tomlinson et al., 2006) in response to known to transport elevated concentrations of heavy metals public enquires regarding the health and ecology of the catchment. (Marsalek and Marsalek, 1997; Dunn et al., 2007a; Waltham et al., The study revealed considerable stress was being placed on the 2011), organic compounds (Mermillod-Blondin et al., 2005), sedi- system due to elevated sediment and nutrient loads from storm- ments (Brezonik and Stadelmann, 2002) and nutrients (Lee et al., water inputs, and concluded that future planned urban develop- 2006; Avila-Foucat et al., 2009) into receiving waters, usually un- ment in the catchment would exacerbate this pressure, and further treated and unfiltered. These anthropogenic inputs influence compromise public values and amenity of the catchment. benthic respiration rates and the nutrient status of receiving wa- The objective of this study was to present an initial assessment terways due to the increased delivery of organic matter, and dis- of the spatial and seasonal variations in benthic metabolism, solved and particulate nutrients. In some instances, increased nutrient fluxes, and rates of N-cycling processes in the intertidal nutrient loads can ultimately result in eutrophication of the sediments of Saltwater Creek and the impacts of stormwaters on receiving water body (Nixon, 1995; Taylor et al., 2005). Alterations water column nutrients, N-cycling processes and physico-chemical in concentration gradients between the water column and surface parameters. This urban catchment is representative of small coastal sediments induce change in the fluxes of oxygen and nutrients catchments throughout Moreton Bay, Australia. The study is a blue across the sediment-water interface, which can also influence rates print for similar system based nutrient process investigations, and of nitrate reduction processes within the sediment (Blackburn and aims to provide the information necessary for the future manage- Blackburn, 1993; Fenchel et al., 1998). However, the effects of urban ment of the waterway. runoff on receiving water quality are highly site specific(US EPA, 1983), making it difficult to predict the impacts or design appro- 2. Methods priate management and control programs (Brezonik and Stadelmann, 2002). 2.1. Study location Nutrient exchanges and nitrogen cycling pathways in shallow coastal systems are generally quantified by scaling up individual Saltwater Creek is a micro-tidal estuarine creek with an measurements (Eyre and Ferguson, 2005 and references therein), urbanised and modified freshwater catchment located within which are often used as inputs within system models to determine southern Moreton Bay (Australia). The creek system is approxi- allocations of management resources (Eyre and Ferguson, 2005). mately 17 km long, flowing from its headwaters in Nerang State Therefore, a good understanding of the spatial and temporal vari- Forest to the Coombabah Creek estuary confluence which connects ability of nutrient dynamics is critical if these scaled up rates are to to the Coomera River and the Gold Coast Broadwater (Fig. 1). Nat- give reliable system-wide estimates. Knowledge of spatial and ural vegetation is sparse along the estuary, and where present is temporal variations provide insight into influential factors con- dominated by mangroves (Avicennia marina, Rhizophora stylosa and trolling and maintaining benthic exchanges and nutrient cycling Aegiceras corniculatum) with saltmarsh (Sporobolus virginicus) pathways (Eyre and Ferguson, 2005). This is important for effective located downstream towards the entrance of the creek. The upper planning and integrated management tools, and allows improved estuary has several tidally connected residential canal estates predictions regarding environmental changes due to anthropo- (Benfer et al., 2007; Waltham and Connolly, 2011) and is revetted genic impacts (Sakamaki et al., 2006). with rock gabion foreshore armour for protection against erosion. Saltwater Creek is a subtropical, urbanised creek within the The Helensvale Wastewater Treatment Plant also discharged southern Moreton Bay catchment (Queensland) and the estuary is licensed treated (secondary) wastewater to the upper estuary, on part of the Moreton Bay Marine Park. In 2005, Gold Coast City the ebbing tide, until 2000 when it was decommissioned Council (local government authority) completed an environmental (Tomlinson et al., 2006). The intertidal zone of the creek is a
Fig. 1. Map (a) Australia, showing (b) southern Moreton Bay, and (c) sample sites within Saltwater Creek (: represents the location of the Helensvale Wastewater Treatment Plant discharge point). R.J.K. Dunn et al. / Estuarine, Coastal and Shelf Science 131 (2013) 271e281 273 typically turbid system (Waltham, 2002; Tomlinson et al., 2006) 2.3. Sediment and water collection and extends w10 km upstream from the creek mouth with a tidal amplitude of <1 m. Maximum water depth is 4 m and decreases in Sediment cores w15 cm in depth, for flux and process rate de- the upstream direction. The creek catchment is 30 km2 and has terminations, were hand collected at low water using plexiglass rapidly changed from a forested environment to an extensive urban (200 mm diameter 330 mm) tubes before transportation (within residential landscape, including golf course, canal estates, roads, 2 h) to the laboratory. Water used for core maintenance and incu- and commercial and industrial estates (Waltham, 2002). The creek bation was collected during the following flood tide using clean experiences a wide range of hydrodynamic conditions and sedi- (washed with deionised water [Milli-Q Element] and rinsed with ment loadings according to inflow conditions (Webster and creek water) 40 L plastic containers. Triplicate water samples were Lemckert, 2002), complicated by interactions with the Coomera collected for the determination of DIN, TDN, chlorophyll-a (chl-a) River system (Webster and Lemckert, 2002). The catchment and total suspended solids (TSS) concentrations. Surface sediment drainage network consists of overland and underground concrete light intensity at each site was measured using an LI-COR radiation pipes that deliver untreated stormwater directly to the creek. The sensor (SA: LI-192SA quantum sensor). Light intensities were local climate is characterised by warm/hot humid summers influ- measured w15 cm above the sediment surface at a fixed moni- enced by monsoonal trade winds. Thunderstorms are common toring period (i.e. w12:00 1 h). In situ water measurements were during the summer period (NovembereJanuary) often resulting in collected using a calibrated multi-probe monitoring unit (TPS 90- intense short periods of catchment freshwater flow. In contrast, FLMV, TPS). winters are typically characterised by low rainfall (average 20 mm Cores collected for the determination of sediment characteris- per month; Waltham, 2002). Daily rainfall values for the Gold Coast tics (wet-bulk density, porosity, organic matter determined as loss- region, measured at Gold Coast Seaway (Fig. 1) by the Australian on-ignition (LOI550), grain size distribution, chl-a, phaeopigment þ Bureau of Meteorology during the study year (2008) are shown in and bioavailable ammonium (NH4 bio; porewater þ exchangeable þ Fig. 2. NH4 ) concentrations were hand collected using 50 mm diameter 400 mm PVC sample tubes. Cores were immediately e e e e e e 2.2. Study design sliced into six depth horizons (0 1, 1 2, 2 4, 4 6, 6 10 and 10 15 cm) and stored in the dark (<4 C) before freezing ( 20 C) Three sites located approximately 2.0, 6.0 and 9.5 km upstream within 2 h of collection. of the creek mouth (Fig. 1) were sampled in early and late Autumn (March and May), winter (July) and summer (December) of 2008. 2.4. Determination of oxygen and nutrient fluxes During each survey, six sediment cores were collected at each site fl for the determination of sediment-water column uxes of oxygen, Following collection, cores were immediately returned to the S þ dissolved inorganic nitrogen (DIN; NOx ( NO2 NO3 ) and NH4 ), laboratory, carefully filled with creek water and submerged in total dissolved nitrogen (TDN) and dissolved organic nitrogen holding tubs (220 L) at seasonally measured in situ water temper- (DON), and rates of NO3 reduction processes. Cores collected for atures (23, 22, 19 and 24 1 C in autumn (March), autumn (May), sediment incubations were collected from the three sites during winter and summer, respectively). An aquarium pump and air- each seasonal event over a one week period. Water samples were stone was fitted within each core to facilitate water circulation collected, during each seasonal sediment collection period, for and aeration and triplicate cores were equilibrated under light and analysis and core incubation during the high tide period immedi- dark conditions for w12 h, at the seasonally measured in situ light ately following seasonal sediment collections. Additional water intensity (w80 mEm 2 s 1). Following equilibration, the light and samples were collected at each site, at high and low water, on the dark conditions were reversed, w40% of the water in the holding 12th May 2008 following a two week dry period and the 3rd June tanks replaced with fresh site water and the cores re-equilibrated 2008 following a large rainfall event (90 mm over previous 72 h and under the new conditions for 2 h. 65 mm in preceding 24 h period). Lastly, during the summer sample To initiate incubations, the air-stones were removed from the period, three additional sediment cores were collected at each site cores with the water lowered to below the core rims. The aquarium for the characterisation of physico-chemical surface sediment pumps were left within each core to maintain water circulation parameters. (resuspension of core sediments was avoided). Initial water sam- ples for dissolved oxygen, DIN and TDN were then taken and the cores were then closed using floating plastic lids to prevent gaseous exchange with the atmosphere. Cores were incubated for w1.5 h and at the end of this period the aquarium pumps were stopped, the floating lids removed and final time water samples immediately collected. Flux rates (mmol m 2 h 1) were calculated from the change in water column concentrations of the individual solutes following Welsh et al. (2000).
2.5. Determination of nitrate reduction rates
Following flux incubations, the air-stones and aquarium pumps were replaced in each core, the water level in the tanks was raised to above the core tops and the cores were left to equilibrate for w 2.5 h before the determination of NO3 -reduction rates using the isotope paring technique (IPT), as modified for simultaneous determination of denitrification and dissimilatory nitrate reduction Fig. 2. Daily recorded rainfall rates for the Gold Coast Seaway 2008 (data sourced: to ammonium (DNRA). IPT core treatment and sample collection Australian Bureau of Meteorology). followed the protocol described by Dunn et al. (2012a). 274 R.J.K. Dunn et al. / Estuarine, Coastal and Shelf Science 131 (2013) 271e281
Rates of total denitrification (D14), coupled nitrification- sodium hydroxide digestion solution; 2 45 min digestions; fi fi denitri cation (DN) and denitri cation of NO3 from the overlying 120 C). Dissolved organic nitrogen (DON) was determined by dif- ¼ þ þ water (DW) were determined following Nielsen (1992). DNRA rates ference (DON TDN (NOx NH4 ). Milli-Q Element water and fi based on water column NO3 (DNRAW) were calculated from the ltered low nutrient seawater were used for all sample preparation 15 fi N-enrichment of the water column NO3 pool and the extracted and analyses. Natural ltered seawater references standards and þ fi sediment bioavailable NH4 pool (Risgaard-Petersen and Rysgaard, internal standards were used for quality assurance. Digestion ef - 1995). DNRA rates coupled to nitrification (DNRAN) were esti- ciency was established through the analysis of digested seawater mated from the rate of DNRAW and the ratio between DN and DW reference standards. Recoveries of all nutrients from the certified (Risgaard-Petersen and Rysgaard, 1995) and total rates of DNRA as standards ranged from 80 to 109%. Dissolved N2 concentrations and 29 30 15 the sum of DNRAW and DNRAN. Anammox is recognised as an the proportions of N2 and N2 and N enrichment of sediment- þ interference when using IPT that can lead to overestimates of NH4 bio pools were analysed at the National Environmental denitrification rates, as it also generates labelled N2 species Research Institute (Silkeborg), Denmark. 15 following NO3 additions (Risgaard-Petersen et al., 2003). How- ever, in shallow water sediments anammox is a minor source of N2 2.7. Macrofauna dynamics compared to denitrification (Dalsgaard et al., 2005; Burgin and Hamilton, 2007), especially in tropical systems (Dong et al., 2011). Following determinations of nitrate reduction rates, sediments Therefore, the authors believe that reported estimates of denitri- from each incubation core plus the corresponding KCl-sediment fication are valid, although it should be noted that the term deni- slurry were pooled and sieved (250 mm mesh) to recover burrow- trification here also includes a small portion of N2 produced via ing macrofauna. Macrofauna were rinsed with freshwater and anammox. preserved in 70% ethanol, counted and identified.
2.6. Sample handling and analytical techniques 2.8. Statistical analyses
fl Sediment wet-bulk density, porosity and LOI550 were deter- Variation in ux and nitrate reduction rates were analysed using mined following Dunn et al., 2007b. The proportion of clay and silt three-way analysis of variance (ANOVA) with light/dark conditions, (<63 mm), sand (180 < x > 63 mm) and gravel (>180 mm) sediment month (season) and site fixed, and interaction included. Season was fractions were determined by dry sieving and are expressed as a a fixed factor here as each survey represents a single point in time, percent dry weight. Sediment chl-a and phaeopigment concen- with the timing of each survey representative of known maximal trations were determined following freeze drying and acetone differences in local environmental conditions (i.e. temperature, extraction of 1 cm3 aliquots of surface sediment following Lorenzen rainfall, flow). Prior to analyses the assumption of homogeneity of þ variances was tested using box and whisker plots, before and after (1967). Sediment NH4 bio concentrations were determined following extraction of 1 cm3 of homogenised sediment for 24 h in transformation (Quinn and Keough, 2008). Variances were best 9 ml 2 M KCl (Nizzoli et al., 2005). stabilised with a log (x) transformation. Post hoc comparisons were Water samples were collected using acid washed (10% v/v HCl), performed using Tukey’s HSD. Correlations between physico- sample rinsed, low density polyethylene sample bottles (Nalgene). chemical sedimentary conditions, faunal communities, solute Dissolved inorganic and total nutrient samples were immediately fluxes and nitrate reduction rates were analysed using Pearson filtered through pre-washed, pre-ashed 25 mm GF/F filters and correlation analysis (2-tailed). Statistical significance was deter- stored frozen ( 20 C) until analysed. Chl-a samples were filtered mined at a ¼ 0.05. All statistical analyses were performed using through 25 mm pre-washed, pre-ashed GF/C filters immediately SPSS Windows (SPSS Inc., version 19). following water collection and the filters stored frozen until ana- lysed (APHA, 2005). TSS samples were filtered through pre-washed, 3. Results pre-ashed 47 mm GF/F filters. During sediment incubation, water samples were collected using acid washed and Milli-Q element 3.1. Sediment characteristics water rinsed 60 ml plastic syringes and tubing. Nutrient samples were filtered (GF/F) and stored frozen ( 20 C) until analysis. Dis- Sediment characteristics were relatively homogenous over the solved oxygen samples were carefully transferred to gas-tight 12 ml 0e15 cm depth horizon sampled and are therefore expressed as glass vials (Exetainer, Labco Ltd.), fixed with 100 ml of manganous depth integrated means, with the exception of Chl-a and phaeo- sulfate and alkali-iodide-azide solution (APHA, 2005), stored at 4 C pigment concentrations, which were only determined in the sur- and analysed within 48 h according to the Winkler titration (Azide- face 1 cm (Table 1). Sediments at all sampling sites were dominated modification method, APHA, 2005). by the <63 mm and 63e180 mm size fractions, which together DIN concentrations were directly determined by an automated accounted for 83e90% of the total particle size distribution. Sedi- nutrient analyser (Easychem Plus Random Access analyzer, Systea ment organic matter content (LOI550), increased from 5.8 1.9% dry Analytical Technologies). TDN concentrations were determined as wt at site 1 (closest to creek mouth) to 8.0 2.2 at site 3 (most þ þ NOx (NO3 NO2 ) following digestion (potassium persulfate/ upstream estuary site). Sediment NH4 bio concentrations ranged
Table 1 Mean ( SD) depth integrated (0e15 cm) sediment characteristics and surface (0e1 cm) concentrations of Chl-a and phaeopigment concentrations in the estuary. n ¼ 18 for þ ¼ particle size distributions, density, porosity, LOI550 and NH4 bio data and n 3 for Chl-a and phaeopigment content. þ Site Particle size distribution (%) Density Porosity LOI550 NH4 bio Chl-a Phaeopigment <63 mm63e180 mm >180 mm(gcm3) (nmol g dry wt 1) (mg g dry wt 1) (mg g dry wt 1)
130 9.4 60.2 5.1 11.9 5.4 1.53 0.13 69.0 4.4 8.0 0.4 238 145 1.5 0.4 2.1 0.5 2 56.4 7.5 31.9 7.2 11.5 3.4 1.80 0.18 61.3 7.1 6.2 1.6 201 73 0.6 0.1 0.8 0.1 3 43.0 12.9 40.1 9.8 16.6 7.6 1.55 0.17 52.7 6.4 5.8 1.9 198 102 0.9 0.8 1.3 1.1 R.J.K. Dunn et al. / Estuarine, Coastal and Shelf Science 131 (2013) 271e281 275