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Activated-sludge math (MLSS, F:M, SVI, sludge age)

How do you calculate the F:M ratio and SVI?

The food-to-microorganism ratio is pounds of BOD applied per day divided by pounds of mixed-liquor volatile suspended solids under aeration, each from the pounds formula. The sludge volume index is the 30-minute settled volume in milliliters per liter times 1,000, divided by the MLSS in milligrams per liter. An SVI near 100 settles well.

Food-to-microorganism (F:M) ratio = pounds of BOD applied per day / pounds of MLVSS under aeration, each found with the pounds formula. Sludge volume index (SVI) = settled sludge volume (milliliters per liter) x 1,000 / mixed liquor suspended solids (MLSS, milligrams per liter). Sludge age = pounds of MLSS in the system / pounds of suspended solids leaving per day.

The activated-sludge loop: aeration basin, secondary clarifier, and the return line that keeps the biomass in the system. F:M and SVI both read off this loop.
Activated-sludge process diagram An aeration basin receiving 2.0 MGD at 150 milligrams per liter BOD, holding 2,000 milligrams per liter MLVSS in 0.5 million gallons, feeding a secondary clarifier with a return-activated-sludge line back to the basin and a waste-activated-sludge line out. F:M works out to 0.30, SVI to 100 mL/g. Aeration basin, 0.5 MG MLVSS 2,000 mg/L 2.0 MGD, 150 mg/L BOD Secondary clarifier Effluent RAS (return activated sludge) WAS (wasted) F:M = 2,502 lb BOD ÷ 8,340 lb MLVSS = 0.30 · SVI = 250 × 1000 ÷ 2,500 = 100 mL/g

The formula, worked

Formula - F:M ratio and SVI
F:M = lb BOD/day ÷ lb MLVSS ; SVI = ( mL/L × 1000 ) ÷ MLSS
Worked example
BOD load: 2.0 MGD × 150 mg/L × 8.34 = 2,502 lb/dayMLVSS: 0.5 MG aeration × 2,000 mg/L × 8.34 = 8,340 lbF:M: 2,502 ÷ 8,340 = 0.30SVI: 30-min settled 250 mL/L, MLSS 2,500 mg/L -> 250 × 1000 ÷ 2,500 = 100 mL/g
= F:M of 0.30, SVI of 100 mL/g (a well-settling sludge)

Common slip Using tank volume in gallons instead of million gallons in the pounds formula, or inverting SVI (MLSS over settled volume). A low SVI settles fast; a high one bulks. Keep BOD and MLVSS both as pounds so the F:M ratio is unitless.

Where this shows up

These four numbers are how a wastewater operator steers an activated-sludge plant day to day, and they dominate the wastewater exam math. Every one rides on the pounds formula, so master that first. The process calculator computes F:M, SVI, and sludge age.

Problem set: 6 worked problems

Each problem is original, authored from the underlying non-copyrightable relationship, with the full worked solution and the exact slip that produces each wrong answer. Work the problem before opening the solution. For a timed, randomized run with a per-topic score, use the free practice test.

Watch for Every activated-sludge number rides on the pounds formula, so keep aeration and clarifier volumes in MILLION gallons in those steps. The food-to-microorganism ratio is pounds over pounds (unitless). The sludge volume index inverts easily: it is settled volume times 1,000 over MLSS, not the reverse.

  1. A plant applies 3.0 MGD of 180 mg/L BOD to an aeration basin holding 0.6 MG of 2,500 mg/L MLVSS. What is the food-to-microorganism (F:M) ratio?

    • A 0.72
    • B 0.18
    • C 2.78
    • D 0.36
    Show the worked solution

    Correct answer: D. 0.36

    BOD load = 3.0 x 180 x 8.34 = 4,504 lb/day. MLVSS = 0.6 x 2,500 x 8.34 = 12,510 lb. F:M = 4,504 / 12,510 = 0.36. Inverting (MLVSS over BOD) gives 2.78; leaving out a factor gives the other distractors.

    Source: Public relationship: F:M = lb BOD applied per day / lb MLVSS under aeration, each via the pounds formula

  2. A 30-minute settling test reads 200 mL/L and the MLSS is 2,000 mg/L. What is the sludge volume index (SVI)?

    • A 10 mL/g
    • B 40 mL/g
    • C 400 mL/g
    • D 100 mL/g
    Show the worked solution

    Correct answer: D. 100 mL/g

    SVI = settled volume (mL/L) x 1,000 / MLSS (mg/L) = 200 x 1,000 / 2,000 = 100 mL/g. An SVI near 100 settles well. Dropping the 1,000 gives 0.1; inverting the ratio gives 10.

    Source: Public relationship: SVI = (settled volume mL/L x 1,000) / MLSS mg/L

  3. A settleometer reads 240 mL/L at an MLSS of 2,000 mg/L. What is the SVI, and what does it suggest?

    • A 83 mL/g, a dense sludge
    • B 100 mL/g, an ideal sludge
    • C 480 mL/g, a dense sludge
    • D 120 mL/g, a slightly bulking sludge
    Show the worked solution

    Correct answer: D. 120 mL/g, a slightly bulking sludge

    SVI = 240 x 1,000 / 2,000 = 120 mL/g. Above about 100 to 120 the sludge is settling more slowly and may be starting to bulk. Inverting the ratio gives 83.

    Source: Public relationship: SVI = (settled volume mL/L x 1,000) / MLSS mg/L; higher SVI settles slower

  4. How many pounds of MLSS are in a 1.0-MG aeration basin holding 2,500 mg/L?

    • A 2,500 lb
    • B 208,500 lb
    • C 2,085 lb
    • D 20,850 lb
    Show the worked solution

    Correct answer: D. 20,850 lb

    Pounds = MG x mg/L x 8.34 = 1.0 x 2,500 x 8.34 = 20,850 lb. This is the pounds formula with volume in million gallons. A decimal slip on the volume produces the distractors.

    Source: Public relationship: lb = volume (MG) x concentration (mg/L) x 8.34

  5. A system holds 20,000 pounds of MLSS and loses 2,000 pounds of suspended solids per day. What is the sludge age?

    • A 40,000 days
    • B 22,000 days
    • C 0.1 day
    • D 10 days
    Show the worked solution

    Correct answer: D. 10 days

    Sludge age = pounds of MLSS in the system / pounds of solids leaving per day = 20,000 / 2,000 = 10 days. Inverting gives 0.1. Sludge age (mean cell residence time) is a core process-control lever.

    Source: Public relationship: sludge age = lb MLSS in system / lb SS leaving per day

  6. Two plants run at the same MLSS, but plant A has a much higher F:M ratio than plant B. What does that indicate about plant A?

    • A Plant A must have a lower BOD load
    • B F:M says nothing about loading
    • C Plant A has an older sludge with more organisms
    • D Plant A carries a higher food load per pound of organisms, a younger, higher-rate sludge
    Show the worked solution

    Correct answer: D. Plant A carries a higher food load per pound of organisms, a younger, higher-rate sludge

    A higher F:M means more BOD (food) per pound of MLVSS (microorganisms), which corresponds to a younger, higher-rate, less fully oxidized sludge. Low F:M plants run older sludge with extended aeration. F:M is the loading-per-biomass lever.

    Source: Public relationship: higher F:M = more food per unit biomass = younger, higher-rate sludge

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