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Dissolved oxygen concentration profiles with

Dissolved oxygen concentration profiles with organic removal... [Pg.364]

No general solutions of the product mass balance equation in tower reactors are known. However, one can draw some conclusions from the longitudinal cell, substrate and dissolved oxygen concentration profiles with regard to the longitudinal product concentration profile. [Pg.449]

The balance between relative rates of aerobic respiration and water movement were considered in Section 4.3.4. We saw that a subsurfece concentration minimum, the oxygen minimum zone (OMZ), is a common characteristic of vertical profiles of dissolved oxygen and is produced by in situ respiration. Waters with O2 concentrations less than 2.0 ppm are termed hypoxic The term anoxic is applied to conditions when O2 is absent. (Some oceanographers use the term suboxic to refer to conditions where O2 concentrations fall below 0.2 ppm but are still detectable.) As illustrated by Figure 4.21b, this water column is hypoxic in the OMZ. The dissolved oxygen concentrations are presented as % saturations in Figure 4.21c. With the exception of the mixed layer, the water column is undersaturated with respect to dissolved oxygen with the most intense undersaturations present in mid-depths. Surface supersaturations are the result of O2 input from photosynthesis and bubble injection. [Pg.154]

NiO is a cation deficient semiconductor. The fraction of its cation vacancies and compensating electron holes depends on the oxygen potential as discussed in Section 2.3. The isovalent Ca2+ ions can replace Ni2+ ions in the cationic sublattice of the fee matrix by chemical interdiffusion. TiOz and NiO form NiTi03 which dissolves to some extent in the fee matrix of NiO as Ti and Vmc. The counterdiffusion of Ti02 and CaO in the NiO solvent leads to the encounter of the different solute cations (Fig. 9-12a). With increasing overlap of their concentration profiles, the concentration of the product will eventually surpass the solubility limit (and the nucleation barrier). Precipitation of the rather stable CaTi03 compound as an internal reaction product in the NiO matrix is the result. [Pg.229]

Pore-water profiles are frequently interpreted according to this concept. For example, White et ah (35) described a conceptual model of biogeo-chemical processes of sediments in an acidic lake (cf. Figure 4). They discussed the numbered points in Figure 4 as follows Diffusion of dissolved oxygen across the sediment-water interface leads to oxidation of ferrous iron and to an enrichment of ferric oxide (point 1). Bacterial reductive dissolution of the ferric oxides in the deeper zones releases ferrous iron (point 2). The decrease in sulfate concentration stems from sulfate reduction, which produces H2S to react with ferrous iron to form mostly pyrite in the zone below the ferric oxide accumulation (point 3). [Pg.379]

This paper proposes a system of 10 non-linear, simultaneous differential equations (Table I) tdiich upon further development and validation, may serve as a comprehensive model for predicting steady state, vertical profiles of chemical parameters in the sulfide dominated zones of marine sediments. The major objective of the model is to predict the vertical concentration profiles of H2S, hydrotriolite (FeS) and p3nrite (FeS2). As with any model there are a number of assumptions involved in its construction that may limit its application. In addition to steady state, the major limiting assumptions of this model are the assumptions that the sediment is free of CaC03, that the diffusion coefficients of all dissolved sulfur species are equivalent and that dissolved oxygen does not penetrate into the zone of sulfate reduction. [Pg.796]

Figure 16.10 (A) Nitrous oxide (N2O) concentrations and isotopic composition for water samples collected at Station ALOHA. [Left] Depth profile of N2O showing a distinct mid-depth maximum of 60 nM coincident with the dissolved oxygen minimum. [Center] N isotope composition of N2O. [Right] 0 isotope composition of N2O. Data from Dore et al. (1998) and B. Popp and J. Dore (unpublished). (B) N2O saturation state, expressed as a percentage of air saturation, for the upper portion of the water column at Station ALOHA during the period September 1992— September 1994. The vertical dashed line indicates equilibrium (100% saturation) with atmospheric N2O. With the exception of one measured value on cruise HOT-45, all determinations indicate significant N2O saturation relative to the atmosphere which implies both a local source and a net ocean-to-air gas flux.From Dore and Karl (1996a). Figure 16.10 (A) Nitrous oxide (N2O) concentrations and isotopic composition for water samples collected at Station ALOHA. [Left] Depth profile of N2O showing a distinct mid-depth maximum of 60 nM coincident with the dissolved oxygen minimum. [Center] N isotope composition of N2O. [Right] 0 isotope composition of N2O. Data from Dore et al. (1998) and B. Popp and J. Dore (unpublished). (B) N2O saturation state, expressed as a percentage of air saturation, for the upper portion of the water column at Station ALOHA during the period September 1992— September 1994. The vertical dashed line indicates equilibrium (100% saturation) with atmospheric N2O. With the exception of one measured value on cruise HOT-45, all determinations indicate significant N2O saturation relative to the atmosphere which implies both a local source and a net ocean-to-air gas flux.From Dore and Karl (1996a).
Figure 12. Diagrammatic stationary concentration-depth profiles of dissolved oxygen in a 3-km-thick water layer with fixed concentrations at the boundaries (depths —1 and —4 km). Vertical dimension z = depth + 4 km. Profiles computed for K = 1.2 cm2 sec 1, U = 1.4 cm sec 1. Note the difference between profile shapes for aavection up (U > 0) and down (U < 0). Equations 47, 51. Figure 12. Diagrammatic stationary concentration-depth profiles of dissolved oxygen in a 3-km-thick water layer with fixed concentrations at the boundaries (depths —1 and —4 km). Vertical dimension z = depth + 4 km. Profiles computed for K = 1.2 cm2 sec 1, U = 1.4 cm sec 1. Note the difference between profile shapes for aavection up (U > 0) and down (U < 0). Equations 47, 51.
Figure 4 Dissolved I r profile from the Baltic Sea plotted with the range of Ir concentrations reported for analyses of open ocean samples. Baltic Sea samples were filtered prior to acidification, open-ocean data were acidified and unfiltered. The abrupt increase in dissolved Ir at 150m depth in the Baltic Sea profile coincides with complete depletion of dissolved oxygen. Anbar et al. (1996) Science 273-. 1524. Figure 4 Dissolved I r profile from the Baltic Sea plotted with the range of Ir concentrations reported for analyses of open ocean samples. Baltic Sea samples were filtered prior to acidification, open-ocean data were acidified and unfiltered. The abrupt increase in dissolved Ir at 150m depth in the Baltic Sea profile coincides with complete depletion of dissolved oxygen. Anbar et al. (1996) Science 273-. 1524.
In flooded and waterlogged soils, the pores are filled with water and any dissolved oxygen is rapidly consumed. Under these conditions, oxygen is introduced into the wetland soil profiles by diffusion and mass flow through the floodwater and plants. The oxygen concentration in the soil pore space is lower than that in the atmosphere. In wetland soils, the net movement is restricted by the presence of water in the pore space. The diffusion of oxygen in water is 10,000 times slower than that in air. [Pg.211]

At first let us consider nonlimited and oxygen-limited growths. At the high medium recycling rates (1000 to 2000 1 h 1) the tower reactor exhibited CSTR-behavior with regard to the cell mass, X, and substrate, S, concentrations. The longitudinal concentration profiles of dissolved oxygen were nonuniform and were described by a dispersion model (2, 6) with particular... [Pg.503]


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