Methodology

How each tool works: the equations, the material data, the simplifications, and where the inputs come from.

Will My Pipes Freeze Tonight?

The tool estimates, hour by hour for the next 48 hours, the temperature of the air around a pipe and of the water inside it, including the freezing process. The approach follows the heat-transfer fundamentals in theASHRAE Handbook — Fundamentals (heat transfer and thermal property chapters): a steady-state thermal resistance network around the pipe combined with a transient lumped-capacitance energy balance for the water.

1. Inputs and data sources

2. Temperature of the space around the pipe

Unheated spaces sit between indoor and outdoor temperature. At steady state the model keeps a fraction f of the indoor–outdoor difference:

Tspace,ss = Tout + f · w · (Tin − Tout)

where w = max(0.6, 1 − 0.015 · windmph) accounts for wind-driven air exchange (not applied to heated rooms). The space responds to changes with a first-order lag that represents the thermal mass of the structure and ground:

dTspace/dt = (Tspace,ss − Tspace) / τ

Locationfτ (h)ho (W/m²K)
Uninsulated exterior wall0.328
Crawl space (vented)0.35810
Unheated attached garage0.3410
Attic0.05112
Heated room (e.g. sink cabinet)0.8518

These coefficients are engineering estimates chosen at the cold end of typical field behavior. The attic value is very low because ventilated attics track outdoor air closely and can drop below it on clear nights through sky radiation. The heated-room case represents a pipe in a closed sink cabinet on an exterior wall.

3. Heat loss from the pipe

Per metre of pipe, heat flows from the water to the surrounding air through a series of cylindrical resistances:

R′ = ln(ro/ri) / (2π kpipe) + ln(rins/ro) / (2π kins) + 1 / (ho · 2π rins)   [m·K/W]

q′ = (Twater − Tspace) / R′   [W/m]

The outer coefficient ho combines natural convection and long-wave radiation. The water-side film resistance is neglected, which slightly overstates heat loss (conservative). No credit is taken for the critical insulation radius effect beyond what the equation itself produces.

Materialk (W/mK)ρc (MJ/m³K)1/2″ OD / ID (in)3/4″ OD / ID (in)1″ OD / ID (in)
Copper (Type L)3903.440.625 / 0.5450.875 / 0.7851.125 / 1.025
PEX0.412.160.625 / 0.4750.875 / 0.6811.125 / 0.875
CPVC0.141.550.625 / 0.5110.875 / 0.7151.125 / 0.921
Galvanized steel (Sch 40)503.690.84 / 0.6221.05 / 0.8241.315 / 1.049

Dimensions follow ASTM B88 (copper Type L), ASTM F876/F877 SDR 9 (PEX), ASTM D2846 SDR 11 (CPVC) and Schedule 40 steel pipe. Foam insulation:Foam sleeve, ½ in wall, Foam sleeve, ¾ in wall, k = 0.038 W/mK (polyethylene / elastomeric foam).

4. Cooling and freezing of the water

The water and pipe wall are treated as one lumped mass per metre of pipe:

C′ = ρcwater · π ri² + ρcpipe · π (ro² − ri²)

Above 0 °C:   C′ · dTwater/dt = −q′

At 0 °C the temperature is held while latent heat is removed. The energy needed to freeze all water in one metre is

L′ = ρwater · hsf · π ri² ,   hsf = 334 kJ/kg

and the ice fraction is the latent heat removed so far divided by L′. Water properties: ρ = 1000 kg/m³, c = 4186 J/kgK. The equations are integrated with a 1-minute time step, linearly interpolating the hourly forecast. The water starts at the current space temperature (but not below 0 °C, with no ice). The model assumes no flow, no supercooling below 0 °C, and no heat from adjacent ducts or the ground. Lumped treatment is reasonable because the Biot number of a small water-filled pipe in still air is well below 0.1 for the outer resistances used here.

5. Risk levels

LevelCondition (within 48 h)
LowWater stays above 35 °F (1.7 °C).
MediumWater drops to 35 °F or below, but ice stays under 25% of the cross-section.
HighIce reaches 25% or more (likely blockage), or ice forms while the space falls to 20 °F or below.

"Risk starts" is the first time the modeled water reaches 35 °F. Research on freeze-induced pipe bursts by Gordon (Building Research Council, University of Illinois) found that rupture is driven by pressure building between an ice blockage and a closed fixture, and identified about 20 °F as the temperature at which unprotected pipes in unheated spaces become vulnerable; the 20 °F criterion comes from that work. The 25% ice fraction is our own conservative stand-in for "an ice plug has likely formed somewhere along the run".

6. Limitations

References