Wastewater Calculator

Wastewater Calculator

Comprehensive activated sludge treatment plant analysis and design calculator

Wastewater Treatment Plant Calculator

Primary Clarifier

g/L

Aeration Tank

g/L
g/L

Secondary Clarifier

m3
m3/day
g/L
m3/day
g/L

SVI Laboratory Test

mL
L

Wastewater Treatment Results

0.0
Effluent BOD (g/L)
0.0
BOD Loading (kg/day)
0.000
F/M Ratio
0.0
HRT (hours)
0.0
MCRT (days)
0.0
Sludge Age (days)
0.0
SVI (mL/g)
0.0
MLVSS Weight (kg)
0.0
Settled Solids (mL/L)

Key Formulas: F/M = BOD loading ÷ MLVSS weight, HRT = Volume ÷ Flow rate

SVI Formula: SVI = Settled solids (mL/L) ÷ MLSS concentration (g/L)

MCRT: Total MLSS weight ÷ SS leaving system per day

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Understanding Wastewater Treatment Parameters

Key Treatment Parameters

F/M Ratio

Food to microorganism ratio. Optimal range: 0.2-0.6

HRT (Hydraulic Retention Time)

Average time wastewater spends in aeration tank

MCRT (Mean Cell Residence Time)

Average time microorganisms stay in the system

SVI (Sludge Volume Index)

Measure of sludge settling characteristics

Treatment Process Stages

1.
Primary Treatment: Removes large particles and settable solids
2.
Aeration Tank: Biological breakdown of organic matter
3.
Secondary Clarifier: Separates clean water from activated sludge
4.
Disinfection: Final treatment before discharge

Calculation Formulas

BOD Loading:

Metric: BOD (g/L) × Flow (m³/day)

Imperial: BOD (mg/L) × Flow (MGD) × 8.34

F/M Ratio:

BOD Loading ÷ MLVSS Weight

HRT:

Tank Volume ÷ Flow Rate

SVI:

Settled Solids (mL/L) ÷ MLSS (g/L)

Operational Guidelines

Optimal F/M Ratio

0.2-0.6: Good balance of efficiency and cost

SVI Range

100-200 mL/g: Desirable settling characteristics

HRT Considerations

Too low: Incomplete treatment; Too high: Reduced capacity

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