Concept reference
A wet well decouples intermittent inflow from pump operation and presents flow to the pump intake. Only the volume between control levels is cycling volume; concrete below pump-off and above pump-on serves other hydraulic, structural or emergency purposes. Every extra litre may reduce starts but increases detention.
For constant inflow q, pump rate Q and cycling volume V, fill time is V/q and draw time is V/(Q−q). The cycle is shortest at an intermediate inflow (half pump rate for the ideal single-pump case), which is why allowable starts cannot be checked at zero inflow alone. Units must be consistent, e.g. m³ and m³/s.
Oversizing to “be safe” can create septicity, grease and solids accumulation. Undersizing or placing levels poorly causes rapid starts, inadequate submergence or alarms with no useful response time. A spreadsheet volume that ignores benching and dead zones is not the effective volume.
§8.1 derives cycling volume; §1.2 places the wet well in the station chain.
Physics sets the relationships; the owner, manufacturer and governing local standard set the project criteria.