Flow through perforated pipe

In some practices, such as bioretention, swales or stormwater planters, the flow limiting component is usually the filter media. In other, usually underground practices such as infiltration trenches, infiltration chambers, and exfiltration trenches, the pipe will be the primary flow limiting component.

Manufacturers of perforated pipe are often able to provide the open area per meter length. Where this information is not directly available, the open area can be calculated by measuring the perforations and summing the open area per meter. The maximum flow rate through a perforated pipe (Q_{max, pipe}, m³/s) is calculated similarly to flow through an orifice:

$Q_{max,pipe}=L\times B\times C_{d}\times A_{o}{\sqrt {2\cdot g\cdot h_{max}}}$

Where:

• L is the length of perforated pipe (m)
• B is the clogging factor (between 0.5 (for matured installation) and 1 (for a new perfectly performing BMP)),
• C_d is the coefficient of discharge (usually 0.61 for the sharp edge created by relatively thin pipe walls),
• A_o is the total open area per unit length of pipe (m²/m),
• g is acceleration due to gravity (m/s²), and
• h_max is the total head of water within bioretention components over the perforated pipe (m) (i.e. ponding + mulch + filter media + choker layer).

Example calculation

A part used roll of 100 mm diameter perforated pipe will be used for a stormwater planter project, where each planter will be 8 meters long. The initial design for the planters includes 750 mm depth of filter medium, 50 mm rock mulch, and a further ponding of 300 mm. Upon inspection the pipe is found to have perforations of 8 mm x 1.5 mm on six sides, repeated every 3 cm along the pipe. To calculate the maximum flow rate from each planter, first the open area of the pipe must be calculated in m²/m: ${\frac {0.008\ m\times 0.0015\ m\times 6}{0.03\ m}}=0.0024\ m^{2}/m$ Then the maximum flow rate per planter is calculated: $Q_{max,pipe}=8\ m\times 0.5\times 0.61\times 0.0024\ m^{2}/m{\sqrt {2\cdot 9.81\ m/s^{2}\cdot 1.1\ m}}=0.027\ m^{3}/s$

Note

While it is recognised that many smaller perforations present a greater resistance to flow than fewer, larger perforations, calibrating for this is quite complex . The practice of approximating, using the open area of the pipe per unit length, is commonplace, and we are unaware of ill effects arising.

See also

• flow control
• underdrains.

---

Best management practice. State of the art methods or techniques used to manage the quantity and improve the quality of wet weather flow. BMPs include: source, conveyance and end-of-pipe controls.

A shallow excavated surface depression containing prepared filter media, mulch, and planted with selected vegetation.

a top dressing over vegetation beds that provides suppresses weeds and helps retain soil moisture in bioretention cells, stormwater planters and dry swales.

A shallow excavated surface depression containing prepared filter media, mulch, and planted with selected vegetation.