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Wastewater Design: oxygen demand nitrification

Wastewater treatment design criteria — process design parameters (HRT, SRT, MLSS, F/M, loading rates, membrane flux, G values, filtration rates, membrane pressure/flux/energy, GAC contactor, air stripping, energy consumption by process, blower efficiency) and removal efficiencies (BOD, TSS, TN, TP) for activated sludge, SBR, MBR, oxidation ditch, trickling filter, aerated lagoon, facultative lagoon, grit chambers, rapid mixing, flocculation, depth filtration, MF, UF, NF, RO, GAC adsorption, and air stripping; also covers influent wastewater characterization (composition by strength, per-capita loadings, BOD/COD ratios) and design flowrates for commercial, institutional, and recreational facilities

Civil Engineeringparameter id: oxygen demand nitrification1 row
parameter idcategorydesign basisparameter namestandardsubcategoryunitvalue maxvalue minvalue typical
oxygen demand nitrificationactivated sludgeMetcalf & Eddy 5th Ed Eq 7-48Oxygen demand for nitrificationMetcalf & Eddy 5th Ed (2014)nitrificationmg O2/mg NH3-N4.574.574.57

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