AWWA Water Quality & Treatment / Ten State Standards

Rapid Mix & Flocculation Velocity Gradient (G-Factor)

Mixing power intensity G (s⁻¹), retention time, and GT parameter

Rapid Mix & Flocculation Velocity Gradient (G-Factor) Calculator Process & Field Engineering Reference
Engineering Process Reference: Rapid Mix & Flocculation Velocity Gradient (G-Factor) Calculator governing plant layout conforming to AWWA Water Quality & Treatment / Ten State Standards.

1. Engineering Principles & Mathematical Formulation

Calculates velocity gradient G (s⁻¹), detention time, and GT value for rapid mix basins or flocculators based on water temperature, motor power input, and basin volume.

This calculation engine executes rigorous mass-balance and hydraulic equations. Every parameter is cross-checked to ensure zero rounding drift across bidirectional US Imperial and SI Metric unit systems.

2. Governing Standards & Authoritative Citations

"Design calculations for municipal and industrial water infrastructure must strictly adhere to recognized empirical standards to ensure hydraulic stability, structural integrity, and environmental compliance."
— AWWA Water Quality & Treatment / Ten State Standards, American Water Works Association (AWWA) & U.S. Environmental Protection Agency (EPA Manual 832-B-99-002)

Primary benchmark citations include Crane Technical Paper No. 410, ASME Section VIII, and Metcalf & Eddy Wastewater Engineering.

3. Required Input Parameters & Variables

Symbol: Q

Basin Flow Rate (Q)

Default: 10 (MGD)
Symbol: V

Basin Volume (V)

Default: 1500 (cu ft (ft³))
Symbol: P

Water Power Input (P)

Default: 5 (HP)
Symbol: T

Water Temperature

Default: 60 (°F)

4. Professional Engineer (PE) Submittal Workflow

WaterCalcStudio Pro generates timestamped PDF calculation reports complete with formula proofs, intermediate variable breakdowns, and signature review blocks suitable for regulatory submittals.