Wastewater Design: tp_removal_mbr to vol_loading_sbr_leachate
Wastewater and leachate treatment design criteria — process design parameters (HRT, SRT, MLSS, F/M, loading rates, membrane flux) and removal efficiencies (BOD, TSS, TN, TP) for activated sludge, SBR, MBR, oxidation ditch, trickling filter, aerated lagoon, and facultative lagoon processes, covering both municipal wastewater and landfill leachate applications
| parameter id | category | design basis | notes | parameter name | subcategory | unit | value max | value min | value typical |
|---|---|---|---|---|---|---|---|---|---|
| tss_per_capita | per_capita_loading | Metcalf & Eddy 5th Ed Table 3-16 | Includes both settleable and non-settleable solids | TSS per capita loading | solids | lb/day | 0.25 | 0.15 | 0.2 |
| tss_typical | wastewater_characteristics | Metcalf & Eddy 5th Ed Table 3-15 | Medium-strength domestic wastewater | Typical TSS concentration | solids | mg/L | 400 | 120 | 220 |
| vol_loading_sbr_leachate | process_design_leachate | Leachate SBR literature | Higher absolute loading than municipal due to high influent BOD. Lower per-unit-biomass loading. | Volumetric organic loading - SBR treating leachate | sbr | kg BOD/m3/d | 1.5 | 0.3 | 0.8 |
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