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Camber and drainage

Basics Highway Engineering Reviewed 24 Oct 2026 2 min read

Water is the enemy of roads. Rain that stands on the surface causes skidding and aquaplaning; water that soaks into the pavement layers and subgrade weakens them and leads to potholes and rutting. Highway drainage has three jobs: get water off the surface quickly, keep it out of the pavement structure, and carry it safely away from the road and its embankment.

Camber, or crossfall, is the slope given across the carriageway, usually from the centre line to both edges on undivided roads and to one side on each carriageway of divided roads. Its value depends on the surface type and rainfall: smoother, impermeable surfaces such as concrete or bituminous concrete need less slope; gravel and earth roads need more. Shoulders slope a little more than the carriageway. On horizontal curves, superelevation replaces camber. Longitudinal gradient also helps surface water move, and very flat sections need care.

Diagram: Indiacon original, not to scale.

Surface water is collected by side drains, lined or unlined, or by kerbs and channels with inlets to pipes in urban areas. Cross drainage works, from pipe and box culverts to bridges, carry streams under the road; their size comes from catchment hydrology. Subsurface drainage uses granular drainage layers, filter fabrics and perforated pipes to remove water from the pavement and lower the water table where it is high. Embankments in flood-prone areas are raised so that the subgrade stays a safe height above the high flood level.

Tip

Check the drain outfall levels on site before construction; a drain with nowhere to go is a pond.

Key formulas
  • Camber as slope: 1 in n or percent (for example 2.5 percent)
  • Rise at crown = (W/2) × camber
  • Rational runoff: Q = C i A / 360 (Q m³/s, i mm/h, A ha)
  • Manning for drains: V = (1/n) R^(2/3) S^(1/2)
Solved example

Problem. A 7.5 m carriageway has 2.5 percent camber. Find the crown height above the edges. A side drain must take runoff from 2.4 ha with C = 0.7 and i = 80 mm/h; find the peak flow.

  1. Crown rise = 3.75 × 0.025 = 0.094 m (about 94 mm).
  2. Q = 0.7 × 80 × 2.4 / 360 = 0.373 m³/s.
  3. Size the drain with Manning's equation for this flow at the available slope.

Answer. About 94 mm crown rise; peak flow about 0.37 m³/s

Quick quiz

1Why do gravel roads need steeper camber?

Their surfaces are rougher and more permeable, so water must be shed faster.

2What replaces camber on curves?

Superelevation.

3Name one subsurface drainage element.

Granular drainage layer, filter fabric or perforated pipe drain.

Code note
  • IRC:73 (India): Geometric design standards for rural (non-urban) highways.

Clauses and documents to read

  • IRC:SP:42-2014 (guidelines on road drainage)
  • IRC:SP:50-2013 (urban drainage)
  • IRC:73-1980 (camber)

Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.

References and further reading

Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.

  • S. K. Khanna, C. E. G. Justo, A. Veeraragavan, Highway Engineering, Nem Chand and Bros, latest edition.
  • F. L. Mannering, S. S. Washburn, Principles of Highway Engineering and Traffic Analysis, Wiley, latest edition.

Free and official sources

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