Wastewater Engineering¶
Metcalf, & AECOM, E. /. (2014). Wastewater Engineering: Treatment and Resource Recovery. McGraw-Hill.
Cited by¶
2 citations across 2 artifacts.
Each citation links to the sentence it supports in the citing article.
Primes¶
- Input Pressure
- Sized for an average inflow of 60 megalitres per day, a peak design of 90, and a saturation threshold at 110, the plant faces climate-driven rainfall shifts and continued development that push the input rate distribution upward and toward peakier events; treatment performance does not degrade gradually but stays near-spec until the saturation threshold, at which point untreated discharge spikes and the downstream river's dissolved-oxygen crashes.
This sourceDesign reference for wastewater plants against sustained inflow-rate distributions and peak flow factors, with flow-equalization basins, combined-sewer-overflow control, and bypass as driver-side interventions.
- Sized for an average inflow of 60 megalitres per day, a peak design of 90, and a saturation threshold at 110, the plant faces climate-driven rainfall shifts and continued development that push the input rate distribution upward and toward peakier events; treatment performance does not degrade gradually but stays near-spec until the saturation threshold, at which point untreated discharge spikes and the downstream river's dissolved-oxygen crashes.
Domain-specific¶
- Deposition
- Fluvial geomorphology — point bars on the inside of meanders, channel fills, and floodplain deposits where a widening or slowing channel sheds its coarse fraction first. Aeolian environments — dunes and loess heaped where wind decelerates in the lee of an obstacle, sorted by settling velocity. Glacial settings — till and moraines stranded at a glacier's terminus where ice as the transporting medium gives up its load. Marine and deltaic sedimentation — turbidites spread across the abyssal plain by decelerating density currents, and delta foresets built where a river enters standing water. Volcanic ash fallout — tephra settling downwind of an eruption, graded by particle size away from the vent. Engineered settling analogs — settling tanks, cyclone separators, filter beds, reservoir-sedimentation and estuarine silt-trap design, and harbor-dredging/sediment-budget models, all exploiting the literal capacity-drop-sheds-load principle to predict where particles drop
This sourceEngineered gravity settling designed from the capacity-drop principle to predict where and in what order particles drop.
- Fluvial geomorphology — point bars on the inside of meanders, channel fills, and floodplain deposits where a widening or slowing channel sheds its coarse fraction first. Aeolian environments — dunes and loess heaped where wind decelerates in the lee of an obstacle, sorted by settling velocity. Glacial settings — till and moraines stranded at a glacier's terminus where ice as the transporting medium gives up its load. Marine and deltaic sedimentation — turbidites spread across the abyssal plain by decelerating density currents, and delta foresets built where a river enters standing water. Volcanic ash fallout — tephra settling downwind of an eruption, graded by particle size away from the vent. Engineered settling analogs — settling tanks, cyclone separators, filter beds, reservoir-sedimentation and estuarine silt-trap design, and harbor-dredging/sediment-budget models, all exploiting the literal capacity-drop-sheds-load principle to predict where particles drop
Verification¶
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Registry ID ref:888eb5a246ba · see in the full table