Infiltration: Sizing and modeling

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• To calculate the required depth of an infiltration facility in a specified footprint area...
• To calculate the required footprint area of an infiltration facility with a known depth constraint....
• To calculate the drainage time of ponded water on the surface of a facility footprint...
• To calculate the drainage time of an underground infiltration facility...

The sizing calculations require that most of the following parameters be known or estimated. The exceptions are the depth (d) and the permeable footprint area of the practice (Ap), as only one of these is required to find the other. Note that some of these parameters can be limited by site conditions and factors influencing constructability:

1. The maximum total depth will be limited by construction practices i.e. usually ≤ 2 m to avoid the need for benching and shoring open cut excavations.
2. The maximum total depth may be limited by the conditions underground (e.g. water table or underlying geology/infrastructure).
3. The maximum total depth may be limited by the desire to install the practice below the maximum frost penetration depth in the proposed location.
4. The maximum total depth may be limited by the desire to support vegetation cover over it (e.g. at least 30 cm of planting soil backfill over the BMP to support grasses)
5. Infiltration trenches, chambers and bioretention have a maximum recommended I/P ratio of 20.

Inputs

Symbol	Units	Parameter
D	h	Duration of design storm
i	mm/h	Intensity of design storm
f'	mm/h	Design infiltration rate of the underlying native soil, calculated from measured infiltration rate and applied safety factor
n	-	Porosity of the aggregate or other void-forming fill material(s) in the storage reservoir of the practice. *Note: For systems that have significant storage in clear open chambers surrounded by clear stone aggregate, an effective porosity value (n') may be estimated for the whole installation and used in the calculations below. Effective porosity will vary according to the geometry of the storage chambers, so advice should be sought from product manufacturers. Permit applications should include the basis for n' estimates.
Ai	m2	Impermeable area within the catchment
dr	m	Depth of the storage reservoir of the practice
dT	m	Total depth of the practice
Ap	m2	Permeable footprint area of the practice
x	m	Perimeter of the practice
Kf	mm/hr	Minimum saturated hydraulic conductivity of the filter media or planting soil used in the practice

This spreadsheet tool has been set up to perform all of the infiltration practice sizing calculations shown below
Download Infiltration Sizing.xlsx calculator tool

To calculate the required depth, where the area of the facility is constrained (3D drainage)

In some very constrained sites, the surface area of the BMP may be limited, in this case the required depth of cell or trench can be calculated:

$d=a[e^{\left(-bD\right)}-1]$

Where $a={\frac {Ap}{x}}-{\frac {iAi}{xf'}}$ and $b={\frac {xf'}{nAp}}$

(The rearrangement to calculate the required footprint area of the facility for a given depth using three dimensional drainage is not available at this time. Elegant submissions are invited.)

To calculate the required depth, where the area of the facility is constrained (1D drainage)

In some very constrained sites, the surface area of the BMP may be limited, in this case the required depth of cell or trench can be calculated. Note that in most cases the results of this calculation will be very similar to those of the above equation using 3D infiltration.

$d={\frac {D\left[\left({\frac {Ai}{Ap}}\right)i-f'\right]}{n}}$

To calculate the require facility area or footprint where the depth is constrained (1D drainage)

In many locations throughout Ontario, there may be limited depth of soil available into which stormwater may be infiltrated. In this case the required storage needs to be distributed more widely across the landscape. The overall are of BMP required can be calculated: $Ap={\frac {iDAi}{nd+f'D}}$

Time for infiltration of surface ponded water

The following equation assumes that infiltration occurs primarily through the footprint of the facility. It is best applied to calculate the maximum duration of ponding on the surface of bioretention cells, and upstream of check dams of bioswales and enhanced grass swales to ensure all surface ponding drains within 48 hours. To calculate the time (t) to fully drain surface ponded water through the filter media or planting soil: $t={\frac {d}{K}}$ Where d is the mean ponding depth

Drainage time to empty facility

Three footprint areas of 9 m².
From left to right x = 12 m, x = 20 m

The target drainage time for the internal storage of an infiltration facility is typically between 48 and 72 hours or based on the average inter-event period for the location. See Drainage time for more information about how inter-event periods vary across Ontario and to help select what is suitable for the site.

Try the Darcy Drainage calculator tool for estimating drainage time assuming either one or three-dimensional drainage from the practice:
Download drainage time calculator(.xlsx)

For some geometries (e.g. particularly deep facilities or linear facilities), it preferable to account for lateral infiltration. The 3D equation make use of the hydraulic radius (A_p/x), where x is the perimeter (m) of the facility.
Maximizing the perimeter of the facility directs designers towards longer, linear shapes such as infiltration trenches and bioswales.

To calculate the time (t) to fully drain the facility: $t={\frac {nAp}{f'x}}ln\left[{\frac {\left(d+{\frac {Ap}{x}}\right)}{\left({\frac {Ap}{x}}\right)}}\right]$ Where "ln" means natural logarithm of the term in square brackets

The period between the maximum water level and the minimum level (dry weather or antecedent level).

The upper surface of the zone of saturation, except where the surface is formed by an impermeable body.

Subsurface water level which is defined by the level below which all the spaces in the soil are filled with water; The entire region below the water table is called the saturated zone.

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 ratio of the impervious catchment (drainage) area to the pervious (footprint) area of the receiving BMP.

The rate at which stormwater percolates into the subsoil measured in inches per hour.

The natural ground material characteristic of or existing by virtue of geographic origin.

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)

A broad category of particulate material used in construction, including sand, gravel, crushed stone, slag, recycled concrete and geosynthetic aggregates, and available in various particulate size gradations.

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.

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

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.

Natural or artificial means of intercepting and removing surface or subsurface water (usually by gravity).

The slow movement of water into or through a soil or drainage system.

Penetration of water through the ground surface.

Structures constructed of a non-erosive material, such as suitably sized aggregate, wood, gabions, riprap, or concrete; used to slow runoff water. Can be employed in practices such as bioswales and enhanced grass swales.

The period between the maximum water level and the minimum level (dry weather or antecedent level).