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Wastewater Design: grit removal vortex 0p30mm

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: grit removal vortex 0p30mm1 row
parameter idcategorydesign basisparameter namesubcategoryunitvalue maxvalue minvalue typical
grit removal vortex 0p30mmprocess designMetcalf & Eddy 5th Ed Table 5-19Vortex grit chamber removal efficiency — 0.30 mm gritgrit removal%989295

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