Ebora Online Tutorial Services
Environmental Engineering · CE354
🏭 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.
Sign in to your Ebora account
Sign in to use the Water Treatment Plant Designer and see your Ebora Points balance.
Top up Ebora Points
1 EP = ₱1 · Minimum top-up 50 EP · Pay via GCash / Maya / Bank QRPh