Difference between revisions of "Flow through perforated pipe"
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Manufacturers of perforated pipe are often able to provide the open area per meter length | Manufacturers of perforated pipe are often able to provide the open area per meter length: | ||
<math>\frac{Q_{max, p}=L\times B\times C_{d}\times A_{o}\sqrt{2\cdot g\cdot \sum d}}{1000}</math> | <math>\frac{Q_{max, p}=L\times B\times C_{d}\times A_{o}\sqrt{2\cdot g\cdot \sum d}}{1000}</math> |
Revision as of 16:08, 25 February 2018
Manufacturers of perforated pipe are often able to provide the open area per meter length:
Where:d is the coefficient of discharge (0.61 for a sharp edged orifice),
- 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),
- Cd is the coefficient of discharge (usually 0.61 for the sharp edge created by relatively thin pipe walls),
- Ao 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[edit]
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: Then the maximum flow rate per planter is calculated: