Flow through perforated pipe

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 are per meter. The maximum flow rate through a perforated pipe (Q_{max, p}, L/s) may be calculated:

$Q_{max,p}={\frac {L\times B\times C_{d}\times A_{o}{\sqrt {2\cdot g\cdot \sum d}}}{1000}}$

Where:

• L is the length of perforated pipe (m)
• B is the clogging factor (between 0.5 to calculate a for matured installation and 1 to calculate 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)
• Σ d is the total depth of bioretention components over the perforated pipe (m) (e.g. 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: $Q_{max,p}={\frac {8\ m\times 0.5\times 0.61\times 0.0024\ m^{2}/m{\sqrt {2\cdot 9.81\ m/s^{2}\cdot \sum 1.1\ m}}}{1000}}=27\ L/s$

External references

• Hazenberg, G., and U. S. Panu (1991), Theoretical analysis of flow rate into perforated drain tubes, Water Resour. Res., 27(7), 1411–1418, doi:10.1029/91WR00779.

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 vegetated practice that collects and treats stormwater through sedimentation and filtration. Contributions to water cycle/water balance are through evapotranspiration only; no infiltration.

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