Drainage Fixture Units (DFU): Hunter's Probability Method

Code Stories · PressureTest

The rule in Massachusetts today

Water closet, tank type = 4 DFU; water closet, valve operated = 6 DFU; lavatory = 1; horizontal fixture branch 2 in. = 6 DFU max; 3 in. = 34 DFU, not more than four water closets (facts.json, verified against 248 CMR 10.15).

Water closet, tank type = 4 DFU (248 CMR 10.15 Table 1)

Water closet, valve operated = 6 DFU (248 CMR 10.15 Table 1)

Lavatory = 1 DFU (248 CMR 10.15 Table 1)

Bathtub or tub & shower unit = 2 DFU (248 CMR 10.15 Table 1)

Shower stall, residential = 2 DFU (248 CMR 10.15 Table 1)

Kitchen sink, residential (with or without disposer) = 2 DFU (248 CMR 10.15 Table 1)

Laundry connection, residential = 3 DFU (248 CMR 10.15 Table 1)

Horizontal fixture branch 1-1/2 in. = 3 DFU max (248 CMR 10.15 Table 2)

Horizontal fixture branch 2 in. = 6 DFU max (248 CMR 10.15 Table 2)

Horizontal fixture branch 3 in. = 34 DFU max, not more than four water closets (248 CMR 10.15 Table 2)

3 in. horizontal branch: not more than four water closets (248 CMR 10.15 Table 2 footnote)

Horizontal fixture branch 4 in. = 160 DFU max (248 CMR 10.15 Table 2)

Stack 3 in. = 48 DFU max, no more than four water closets (248 CMR 10.15(7) Table 3)

Continuous/semi-continuous flow: 2 fixture units per gpm (248 CMR 10.15(2)(b))

Why it exists

No building runs every fixture at once, and sizing pipes as if it did wastes money. Sizing for the average load would fail at peak times.

Why it exists (cont.)

Roy B. Hunter at the National Bureau of Standards treated fixture use as a probability problem: given how long each fixture flows and how often it is used, how many are likely to be flowing at the same moment?

Why it exists (cont.)

He weighted fixtures on an 'arbitrary scale' (fixture units) and designed for a load that would be exceeded only a small fraction of the time. His worked example gave 'wholly satisfactory service 99 percent of the time.' Because the method is statistical, doubling the number of fixtures does not double the design load.

Why it exists (cont.)

That is why fixture-unit totals do not convert linearly to flow.

1924

Hunter's own reference [1] is the Commerce Department's earlier plumbing requirements, the base his work built on.

Source: https://archive.org/details/methodsofestimat65hunt

1936

Hunter cites MIT's Thomas R. Camp on water-closet hydraulics, published by the Massachusetts State Association of Master Plumbers.

Source: https://archive.org/details/methodsofestimat65hunt

1940

BMS 65 defines the fixture unit.

Source: https://archive.org/details/methodsofestimat65hunt

1940

Hunter's design criterion.

Source: https://archive.org/details/methodsofestimat65hunt

1940

Hunter is explicit that the method estimates a probability, not a maximum.

Source: https://archive.org/details/methodsofestimat65hunt

1940

For drainage, Hunter gives the water closet the same weight whether it has a flush valve or a tank.

Source: https://archive.org/details/methodsofestimat65hunt

1940

Report issued; NIST catalogs it as NBS BMS 65, dated 1940.

Source: https://www.nist.gov/publications/methods-estimating-loads-plumbing-systems

Make it stick

Mnemonic: 'A fixture unit is a vote, not a volume.' Each fixture gets a weighted vote on how big the pipe must be, and the table turns the total votes into a size.

Myth

1 DFU equals 7.5 gpm (or 1 cubic foot per minute).

Reality

UNVERIFIED as a Hunter definition: this equivalence does not appear in BMS 65, which calls the scale 'arbitrary.' Do not teach it as the definition.

Myth

Twice the fixtures means twice the peak flow.

Reality

Hunter's curve is probabilistic, so peak demand grows more slowly than the number of fixtures.

Myth

Fixture units predict the maximum load.

Reality

Hunter wrote that it is 'impossible to determine or to estimate closely' the maximum. The method estimates a load with a chosen chance of being exceeded.

Check 1

Under 248 CMR 10.15 Table 1, what is the drainage fixture unit value of a tank-type toilet?

  1. 2 DFU
  2. 3 DFU
  3. 6 DFU
  4. 4 DFU

The Massachusetts table assigns 4 DFU to a tank-type toilet and 6 DFU to a flushometer (valve-operated) toilet. The 3 DFU value is the IPC figure for 1.6 gpf toilets, and 248 CMR does not use it. On the MA exam, size drains from the MA table.

Check 2

Using 248 CMR 10.15 Table 1, what is the total DFU load of a tank-type toilet, a lavatory (1-1/4" outlet) and a bathtub?

  1. 5 DFU
  2. 7 DFU
  3. 6 DFU
  4. 8 DFU

Massachusetts assigns a tank-type toilet 4 DFU, a lavatory 1 DFU and a bathtub or tub/shower 2 DFU, so the total is 7. Unlike the IPC, 248 CMR has no reduced 'bathroom group' value and does not vary the toilet value by flush volume. Add the individual fixture values from the MA table.

Check 3

What is the maximum number of fixture units (DFU) allowed on a 2-inch horizontal branch?

  1. 6 DFU
  2. 3 DFU
  3. 12 DFU
  4. 20 DFU

Branch capacity tables limit fixture units so the pipe runs only partly full, leaving air space above the water. Overloading a branch makes it run full, which slows flow and can siphon the traps connected to it. For a 2 in. horizontal branch the 248 CMR 10.15 limit is 6 DFU.

Now practice it

pressuretest.me/learn/drainage-fixture-units/