Wastewater Engineering¶
Metcalf, & AECOM, E. /. (2014). Wastewater Engineering: Treatment and Resource Recovery. McGraw-Hill.
Cited by¶
1 citation across 1 artifact.
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.
Verification¶
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Registry ID ref:888eb5a246ba · see in the full table