Catchment area (effective) (roof drainage)

• Area to be drained within a roof. Unit of measurement is in square meter $(m^2)$.

• Catchment area can be a flat or sloping roof/ surfaces and also includes vertical surfaces.

• Effective catchment area for vertical surfaces. Single wall shall be 50% of its total surface area up to a maximum exposed height of 33feet (10metres).

Effective Catchment Area

• FLAT ROOFS

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Flat roof: $A = A_h$

• SLOPING ROOFS

The effective catchment area, A, roof draining to an eaves or parapet gutter (should be calculated using the table below)

Effective Impermeable Roof Area
Allowance to be made for the effect of wind	Effective impermeable roof are, A $m^2$
Wind driven rain, 26degrees to vertical	$A=L_R \cdot (B_R + \frac{H_R}{2})$
Rain perpendicular to roof(i.e. surface area of roof used)	$A=L_R \cdot T_R$

NOTES:

$L_R$ is the length of roof to be drained, in metres (m);

$B_R$ is the plan width of roof from gutter to ridge, in metres (m);

$H_R$ is the height of roof from gutter to ridge, inmetres (m);

$T_R$ is the distance from gutter to ridge measured along the roof, in metres (m);

$A$ is the effective impermeable roof area, in square metres $(m^2)$

Figure below illustrated these dimensions.

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Sloping roof: $A = A_h + \frac{A_V}{2}$

• VALLEY GUTTER

For valley gutter, one side of the roof will tend to be exposed to the wind and the other will tend to be sheltered. The methos of calculating the effective catchment are illutrated on the Figure below;

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Valley gutter: $A = A_h,1 + A_h,2 + \frac{1}{2} (A_v,2 - A_v,1)$

Run off from any vertical wall should be added to the effective catchment area.

• Vertical surfaces

The effective catchment area of a single wall should be taken as 50% of its area, up to a maximum height of 10 meters. Where two or more walls from an angle or bay, the direction of the wind should be assumed to be such that the walls considered together present the maximum vertical area to the rain, as illustrated in Figure below;

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$A= \frac{1}{2} \surd (A^2_{v,1} + A^2_{v,2} - 2A_{v,1} - A^2_{v,2} \cos \theta)$

Where $A_{v,1}$ and $A_{v,2}$ are areas of the vertical walls, as shown, contributing to the flow of the gutter.

For an enclosed area, the effective catchment area will be its plan area unless the surrounding walls are of unequal height. In the latter case, the value of A should be increased by half the area in the elevation by which the higher wall exceeds the lower wall.

Small Roofs. For small roof area not exceeding 6 sq.mts. and no other area drains onto it, gutters and rainwater pipes may be omitted from a roof at any height.

Tall buildings. Gutters and rainwater pipes may be omitted from tall structures where runoff would be dispersed before the ground. Such runoff should be directed so as to avoid undesirable pattern staining and splashing of windows.

References:

1. BS EN 12056-3
2. SS 525:2006 Code of Practice for Drainage of roofs
3. ASTM A112.6.9 Standard for Siphonic Roof drainage Systems
4. ASPE Standard 45 Siphonic Roof Drainage