Difference between revisions of "Bioretention: Sizing and modeling"

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<ol>
<ol>
<li>Gather input data:  
<li>Input data:  
<ul>
<ul>
<li>The applicable infiltration coefficient (q) is calculated by applying the safety factor to the [[Infiltration: Testing|measured infiltration rate]].</li>
<li>The applicable infiltration coefficient (q) is calculated by applying the [[safety factor]] to the [[Infiltration: Testing|measured infiltration rate]].</li>
<li>Determine the drainage catchment area (A<sub>D</sub>), and outline the location of the bioretention facility. To begin with, budget for at least 10% of the contributing impervious area to be required for the BMP. </li></li>
<li>Determine the drainage catchment area (A<sub>D</sub>), and outline the location of the bioretention facility. To begin with, budget for at least 10% of the contributing impervious area to be required for the BMP. </li></li>
<li>Unless the biomedia fill material has been tested and certified otherwise, a porosity value (V<sub>r</sub>) of 0.4 may be assumed (i.e. void ratio 40%). </li>
<li>Unless the biomedia fill material has been tested and certified otherwise, a porosity value (V<sub>r</sub>) of 0.4 may be assumed (i.e. void ratio 40%). </li>

Revision as of 17:48, 10 July 2017

  1. Input data:
    • The applicable infiltration coefficient (q) is calculated by applying the safety factor to the measured infiltration rate.
    • Determine the drainage catchment area (AD), and outline the location of the bioretention facility. To begin with, budget for at least 10% of the contributing impervious area to be required for the BMP.
    • Unless the biomedia fill material has been tested and certified otherwise, a porosity value (Vr) of 0.4 may be assumed (i.e. void ratio 40%).
    • Bioretention facilities are usually between 0.5 m and 1.25 m deep, owing to construction considerations. Determine the maximum available depth (cc max) from the site constraints. The Infiltration page lists these.
    • Identify the duration (D) and intensity (i) of design storm(s).
  2. Calculate the required area

Download .xlsx calculation tool

The land draining to a single reference point (usually a structural BMP); similar to a subwatershed, but on a smaller scale.

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

A hard surface area (e.g., road, parking area or rooftop) that prevents or retards the infiltration of water into the soil.

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.

The porosity (n) of a mixture is the ratio of the volume of void-space to the total or bulk volume of the mixture. It is closely related to the concept of void ratio (e) where void ratio is the ratio of the volume of void-space to the volume of solids. n = Volume of voids/Total volume of mixture = e/(1+e)

The void ratio (e) of a mixture is the ratio of the volume of void-space to the volume of solids. It is closely related to the concept of porosity (n) where porosity is the ratio of the volume of void-space to the total or bulk volume of the mixture. e = Volume of voids/Volume of solids = n/(1-n)

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

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