Difference between revisions of "Bioretention: Sizing and modeling"

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<ol>
Input data:  
<li>Input data:  
*The applicable infiltration coefficient (''q'') is calculated by applying a [[Infiltration: Testing|safety factor to the measured infiltration rate]].
<ul>
*Determine the impervious catchment area (''I''), and outline the location of the bioretention facility. To begin with, budget for at least 10% of the total catchment area to be required for the BMP. The area of the facility on the ground will be 'P' (pervious).
<li>The applicable infiltration coefficient (q) is calculated by applying a [[Infiltration: Testing|safety factor to the measured infiltration rate]].</li>
*Unless the biomedia fill material has been tested and certified otherwise, a porosity value (''n'') of 0.35 may be assumed (i.e. void ratio 35%).
<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>
*Bioretention facilities are usually between 0.5 m and 1.25 m deep, owing to construction considerations. Determine the maximum available depth (''c<sub>c max</sub>'') from the site constraints. The [[Infiltration]] page lists these.  
<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>
Identify the duration (''D'') and intensity (''i'') of design storm(s).
<li>Bioretention facilities are usually between 0.5 m and 1.25 m deep, owing to construction considerations. Determine the maximum available depth (c<sub>c max</sub>) from the site constraints. The [[Infiltration]] page lists these. </li>
Calculate the required pervious area
<li>Identify the duration (D) and intensity (i) of design storm(s). </li></ul>
 
<li>Calculate the required area</li>
<math>d_{f}=\frac{D\left (\left [ I/P \right ]i-q \right )}{n}</math>
</ol>
 
<strong>[[Media:Infiltration Sizing.xlsx|Download .xlsx calculation tool]]</strong>
<strong>[[Media:Infiltration Sizing.xlsx|Download .xlsx calculation tool]]</strong>
[[category: modeling]]
[[category: modeling]]
[[category: infiltration]]
[[category: infiltration]]

Revision as of 23:12, 17 August 2017

Input data:

  • The applicable infiltration coefficient (q) is calculated by applying a safety factor to the measured infiltration rate.
  • Determine the impervious catchment area (I), and outline the location of the bioretention facility. To begin with, budget for at least 10% of the total catchment area to be required for the BMP. The area of the facility on the ground will be 'P' (pervious).
  • Unless the biomedia fill material has been tested and certified otherwise, a porosity value (n) of 0.35 may be assumed (i.e. void ratio 35%).
  • 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). Calculate the required pervious area

Download .xlsx calculation tool

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

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.

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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