Treatise on Water Science 2011
DOI: 10.1016/b978-0-444-53199-5.00048-8
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Sum Parameters: Potential and Limitations

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Cited by 12 publications
(4 citation statements)
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“…The high values of TOC, TN, and COD in the AqP are important and demand special attention since the reported values are high when compared with regular wastewater. For example, while the AqP of the present experiment reports COD values between 47 g/L and 69 g/L, the municipal wastewater COD is in the range of 0.3 g/L to 1 g/L, and after biological treatment, the COD drops to 0.02-1.0 g/L [49]. It means that the concentration of pollutants in the AqP is up to 70 times higher than regular wastewater.…”
Section: Aqueous Phasecontrasting
confidence: 50%
“…The high values of TOC, TN, and COD in the AqP are important and demand special attention since the reported values are high when compared with regular wastewater. For example, while the AqP of the present experiment reports COD values between 47 g/L and 69 g/L, the municipal wastewater COD is in the range of 0.3 g/L to 1 g/L, and after biological treatment, the COD drops to 0.02-1.0 g/L [49]. It means that the concentration of pollutants in the AqP is up to 70 times higher than regular wastewater.…”
Section: Aqueous Phasecontrasting
confidence: 50%
“…The COD limit must be less than 250 mg/L to be fit to be discharged in a water body. Higher COD levels mean more oxidizable organic material to remain in water samples [48], which causes dissolved oxygen levels to drop down and, as a result, causes anaerobic conditions that are not fit for drinking nor for aquatic life to be sustained. Suppose that the COD of the water body was more than 250 mg/L, in this case, the water body would have a harmful amount of inactive, organic, and biologically active substances, making the water unfit for drinking.…”
Section: Chemical Oxygen Demand (Cod)mentioning
confidence: 99%
“…Thomas equation is the equation that commonly used for approaching a continuous adsorption process in order to find out the mass transfer constant rate (k), and mass transfer capacity of adsorption (qo). A linearization of equation into logarithmic approach (1) to volume of fixed bed adsorption output obtained from the experiment breakthrough curve is demanded to solve this Thomas equation. The linearization is shown in the figure 6.…”
Section: Thomas Equationsmentioning
confidence: 99%
“…NOM is not a single substance but composed of many components. Those components are humin, humic acids, and fulvic acids (Frimmel and Abbt-Braun, 1999;Peuravuori et al, 2002). The difference between those three major NOM compounds may indicate from their solubility through H condition.…”
Section: Introductionmentioning
confidence: 99%