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Water Treatment Plant Designer — Ebora Environmental Engineering
🏭 Water Treatment Train

Water Treatment Plant Designer

Size the core units of a conventional surface-water plant from the design flow: rapid mix & flocculation (detention, velocity gradient G & power), a sedimentation basin (surface area from overflow rate, volume & depth, L×W), and rapid sand filters (area from filtration rate + number of units). Water temperature sets the viscosity used for the G-power.

Free to use · Balance EP

① Design flow

Typical 120–200 L/p·d. Verify with your design basis.
Sets dynamic viscosity μ for the G-power calc.

② Rapid mix & flocculation

Typical 20–60 s.
Typical 700–1000 s⁻¹.
Typical 20–40 min.
Typical 20–70 s⁻¹.

③ Sedimentation & filtration

Surface loading; typical 20–40 m³/m²·d.
Typical 2–4 h.
Rectangular basin, typical 3–5.
Rapid sand: typical 120–240 m³/m²·d.
Area split equally; ≥2 so one can backwash.

🏭 Treatment plant design

Conventional water treatment train
Design flow
Flow
Flow
Flow
Viscosity μ (at T)
Rapid mix & flocculation
Rapid-mix volume
Rapid-mix power
Flocculator volume
Flocculator power
Rapid-mix Gt
Flocculation Gt
Sedimentation basin
Surface area
Basin volume
Depth
Length L
Width W
Horizontal velocity
Rapid sand filtration
Total filter area
No. of filters
Area per filter
Plan per filter

Worked solution

⚠️ Verify before design. Overflow, filtration, velocity-gradient and detention values are typical design figures. Final unit sizes, number of units, and water-quality targets must follow the PNSDW, the DENR guidelines, accepted texts (Davis & Cornwell / Reynolds & Richards), and your course references. This tool is a study/estimating aid.
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