2017
DOI: 10.1002/2016gb005578
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Carbonate buffering and metabolic controls on carbon dioxide in rivers

Abstract: Multiple processes support the significant efflux of carbon dioxide (CO2) from rivers and streams. Attribution of CO2 oversaturation will lead to better quantification of the freshwater carbon cycle and provide insights into the net cycling of nutrients and pollutants. CO2 production is closely related to O2 consumption because of the metabolic linkage of these gases. However, this relationship can be weakened due to dissolved inorganic carbon inputs from groundwater, carbonate buffering, calcification, and an… Show more

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Cited by 111 publications
(134 citation statements)
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“…Stets et al . [] highlighted the importance of carbonate buffering for understanding CO 2 dynamics in freshwaters as CO 2 concentrations can be buffered despite large changes in the DIC pool. However, this effect is greatest in waters with high alkalinity and high pH.…”
Section: Discussionmentioning
confidence: 99%
“…Stets et al . [] highlighted the importance of carbonate buffering for understanding CO 2 dynamics in freshwaters as CO 2 concentrations can be buffered despite large changes in the DIC pool. However, this effect is greatest in waters with high alkalinity and high pH.…”
Section: Discussionmentioning
confidence: 99%
“…Riverine CO 2 oversaturation and subsequent CO 2 emissions are primarily driven by internal metabolic CO 2 production (hereafter “internal production”) as well as external hydrological inputs of DIC through upstream runoff (hereafter “longitudinal input”) and lateral groundwater fluxes (hereafter “lateral input”) at segment scales (Figure S1) [ Abril et al , ; Gómez‐Gener et al , ]. In this study, a dynamically coupled DIC‐CO 2 ‐O 2 model [ Gómez‐Gener et al , ; Stets et al , ] was used to quantify and differentiate the relative contribution of these sources to the measured p CO 2 and CO 2 evasion along the longitudinal transect of the Huangpu river (Figure ). Lateral surface water inputs to this transect (e.g., tributaries or sewage discharges) were small (<2% of the net annual mean discharge) (Shanghai Water Bureau, 2011, http://www.shanghaiwater.gov.cn/swEng/index.jsp, accessed 10 May 2016).…”
Section: Methodsmentioning
confidence: 99%
“…Changes in DIC concentration between position x and x + Δ x are simulated by accounting for gas exchange, internal production, and reequilibration of the DIC pool: DICx+Δx=DICnormalx[]kCO2αCO2()pCO2()xpCO2()atmIPx×ΔtD where IP is the internal production of CO 2 (g C m −2 d −1 ) and D is the mean river depth (m). We assumed that alkalinity is a conservative quantity during the transport, since the loss or addition of dissolved CO 2 does not change the charge balance of the system [ Stets et al , ]. The p CO 2( x + Δ x ) can therefore be calculated from DIC ( x + Δ x ) and initial alkalinity at each time step (details and equations are provided in the supporting information).…”
Section: Methodsmentioning
confidence: 99%
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“…The main reasons are uncertainties in groundwater input as well as poorly defined surface areas and gas trans-fer velocities (Marx et al, 2017a;Schelker et al, 2016). In addition, pCO 2 and subsequent CO 2 outgassing fluxes typically decline rapidly from stream source areas to river sections further downstream (van Geldern et al, 2015;Stets et al, 2017). Poor definition of these gradients adds another uncertainty to the global carbon budget.…”
Section: Introductionmentioning
confidence: 99%