Flow through media

Practices which infiltrate surface runoff through an engineered soil or filter media, and discharge through an underdrain include stormwater planters and some forms of bioretention. The maximum flow rate from the BMP may be limited by the hydraulic conductivity of the medium, or by the properties of the perforated pipe.

The maximum flow rate through a bed of filter media (Q_{max, media}, m³/s) may be calculated: $Q_{max,media}={\frac {K_{m}\times A_{p}\times \left({\frac {h_{max}}{d_{m}}}\right)}{3.6\times 10^{6}}}$

Where:

• K_m is the hydraulic conductivity of the filter media (mm/hr),
• A_p is the area of the practice (m²),
• h_max is the total head of water within bioretention components over the perforated pipe (m) (i.e. ponding + mulch + filter media + choker layer), and
• d_m is the depth of the filter media (m).

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Example calculations

A stormwater planter with footprint of 8 x 1.5 m is planned to received runoff from an adjacent rooftop. The initial design for the planters includes 750 mm depth of filter medium, 50 mm rock mulch, and a further ponding of 300 mm. The underdrain pipe will be embedded into high performance bedding or similar, with a strip of geotextile over the top to prevent migration of the filter media into the pipe. The lab test states that the medium has a hydraulic conductivity of 25 mm/hr. The maximum flow through the medium is calculated and then a comparison made with the maximum flow through the pipe to see if the planter will drain freely: $Q_{max,media}={\frac {25mm/hr\times 12\ m^{2}\times \left({\frac {1.1\ m}{0.75\ m}}\right)}{3.6\times 10^{6}}}=0.0012\ m^{3}/s$

A bioretention cell with footprint of 30 x 10 m is planned to received runoff from adjacent roadways and parking facilities. The design includes 600 mm depth of filter medium, 75 mm wood based mulch, and ponding of 300 mm. Two underdrain pipes will be embedded at the base of the storage reservoir. These will connect together and then have an upturn within a manhole at the downstream end to prevent discharge until the head of water reaches the top of the storage reservoir within the cell. The lab test for the filter medium state that it has a hydraulic conductivity of 80 mm/hr. The downstream pipe in the manhole can convey 0.002 m³/s on a 1 % slope: $Q_{max,media}={\frac {80mm/hr\times 300\ m^{2}\times \left({\frac {0.975\ m}{0.6\ m}}\right)\times 2}{3.6\times 10^{6}}}=0.0022\ m^{3}/s$ As the maximum flow rate exceeds the downstream maximum permissible flow, the design must be amended. In order of preference, some options include:

1. Reformulating the bioretention filter media in collaboration with the soils provider, to reduce the hydraulic conductivity,
2. Reducing the depth of the filter media bed in agreement with a Landscape Architect, and increasing pretreatment (as filter bed < 600 mmm will provide less treatment),
3. Increasing the size of the downstream pipe to accommodate a great flow rate.

The portion of water precipitated onto a catchment area, which then flows as surface discharge from the catchment area past a specified point.

Water from rain, snow melt, or irrigation that flows over the land surface.

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 parameter that describes the capability of a medium to transmit water.

The engineered soil component of bioretention cell or dry swale designs, typically with a high rate of infiltration and designed to retain contaminants through filtration and adsorption to particles.

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 perforated pipe used to assist the draining of soils.

Filter fabric that is installed to separate dissimilar soils and provide runoff filtration and contaminant removal benefits while maintaining a suitable rate of flow; may be used to prevent fine-textured soil from entering a coarse granular bed, or to prevent coarse granular from being compressed into underlying finer-textured soils.

An underlying bed filled with aggregate or other void-forming fill material that temporarily stores stormwater before infiltrating into the native soil or being conveyed by an underdrain pipe.

Initial capturing and removal of unwanted contaminants, such as debris, sediment, leaves and pollutants, from stormwater before reaching a best management practice; Examples include, settling forebays, vegetated filter strips and gravel diaphragms.