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Wastewater Design: tn removal oxidation ditch leachate

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: tn removal oxidation ditch leachate1 row
parameter idcategorydesign basiseffluent max mg L (mg/L)effluent min mg L (mg/L)effluent typical mg L (mg/L)parameter namestandardsubcategoryunitvalue maxvalue minvalue typical
tn removal oxidation ditch leachatetreatment efficiency leachateIstanbul oxidation ditch study (2020)45075260TN removal - Oxidation ditch treating leachateIstanbul study (Environ Manage 2020)oxidation ditch%854065

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