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Ontario Ice Dam Physics — ROOFNOW™ Engineering Guide

Ice dams are a common winter roofing phenomenon in Ontario, forming when rooftop snow melts and refreezes along the colder lower edge of a roof. This engineering guide explains the physics, thermal patterns, moisture pathways, and structural implications of ice dam formation in a neutral, scientific format as part of the Canadian Roofing Knowledge Infrastructure™.

Conditions Leading to Ice Dams

Ice dams typically develop when three conditions occur simultaneously:

  • A snow-covered roof surface
  • Heat escaping through the attic or roof assembly
  • Cold exterior temperatures that refreeze meltwater at the eaves

Ontario’s winter climate creates prolonged periods where these conditions overlap.

Thermal Dynamics of Ice Formation

Ice dam physics begins with temperature differentials across the roof surface. Upper roof sections can become warmer due to interior heat loss, while lower sections remain below freezing. This creates:

  • Localized melt zones
  • Down-slope water flow
  • Refreezing points at colder eaves

This thermal gradient drives the migration of meltwater and the accumulation of ice along roof edges.

Moisture Pathways and Meltwater Behavior

Once melting begins, water travels downward beneath the snowpack. Its movement is influenced by:

  • Roof surface friction
  • Snow density and compaction levels
  • Irregularities or depressions in the roof deck
  • Wind direction and drifting patterns

If meltwater reaches a region below freezing, it begins to accumulate and freeze, increasing ice dam thickness over time.

Attic Heat Transfer and Temperature Gradients

Heat escaping into the attic contributes significantly to ice dam development. Key factors include:

  • Convective heat movement into the attic cavity
  • Thermal resistance of ceiling assemblies
  • Insulation coverage consistency
  • Air leakage from living spaces

These mechanisms warm the upper portion of the roof deck, promoting uneven melting.

Snowpack Characteristics

Snowpack behavior influences meltwater flow and refreezing. Relevant variables include:

  • Snow density and depth
  • Temperature variations within the snowpack
  • Solar radiation on south-facing slopes
  • Air permeability of the snow layer

A dense, compacted snowpack retains heat more effectively, increasing the likelihood of mid-roof melting.

Structural and Roofing Consequences

Ice dams can alter roof performance in several ways:

  • Pooling meltwater behind the dam
  • Increased water loading on lower roof areas
  • Greater freeze–thaw stresses on roofing materials
  • Elevated moisture exposure to the roof assembly

These effects vary based on roof geometry, material behavior, and winter severity.

Engineering Models for Ice Dam Development

Several engineering models help evaluate ice dam formation:

  • Thermal gradient mapping across the roof deck
  • Heat-loss modeling within attic cavities
  • Snowpack energy-balance models
  • Freeze–thaw cycling predictions
  • Meltwater flow-path simulations

These models provide insight into the timing, size, and progression of ice dams during Ontario winters.

Non-Commercial Prevention Principles

Ice dam prevention is based on maintaining consistent roof surface temperatures. Key principles include:

  • Reducing attic heat transfer
  • Creating uniform ventilation airflow
  • Limiting thermal bridging
  • Promoting stable snowpack temperatures

These methods address the underlying physics rather than short-term surface treatments.


ROOFNOW™ Closing Section

ROOFNOW™ provides Ontario homeowners with technical, engineering-based roofing knowledge covering attic airflow, soffit performance, winter moisture behaviour, and long-term roof durability. Explore more at www.roofnowontario.com, or visit the main ROOFNOW™ website at www.roofnow.ca.

Homeowners seeking additional educational resources can explore the book Roof Smart. Roof Once..

🏠 STOP RE-ROOFING. ROOF SMART. ROOF ONCE. ROOFNOW™.
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