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WWT Process MathAdvanced 35 min read

WWT Process Math: Advanced Integrated Problems II — Solids Stream, Digester Sizing & Mock Exam Set

Class A biosolids and digester design math: digester sizing from feed rate and detention time, VS reduction chained into gas production, biosolids disposal cost projections, and a three-problem mock exam set.

The liquid stream isn't the whole plant — everything the primary clarifier and the WAS pumps remove has to go somewhere, and a Class A operator needs to size the digester that receives it, verify its performance, and account for what leaves as finished biosolids, which is exactly what this guide's design math and mock exam set cover.
Digester Sizing: From Feed Rate to Required Volume
Where the System Optimization guide calculated the detention time of an existing digester, sizing math runs the same relationship in reverse: given a design feed rate and a target detention time, determine the digester volume needed.
Required Volume (gal)=Feed Rate (gpd)×Design Detention Time (days)\text{Required Volume (gal)} = \text{Feed Rate (gpd)} \times \text{Design Detention Time (days)}
Worked Example 1
A plant's combined primary and waste-activated sludge feed to digestion totals 42,000 gpd. The design target is a 18-day detention time (a commonly

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