Filtration

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Media based systems are depth filters that capture particles both on the surface and within the media matrix. Membrane filters are surface filters that remove all particles greater than a specified size at the surface of the filter. Membranes are typically much thinner than shown in the diagram above. Both filtration systems can be oriented vertically or horizontally. (Source: Green Synergy Engineering)

Overview[edit]

Stormwater filtration is an essential component of urban runoff management. Filtration can improve water quality by removing suspended solids and pollutants, helping to meet TSS removal targets and maintain watershed health. Filtration is the process by which stormwater runoff is conveyed through a medium to remove solid particles and associated pollutants. Filter media can include materials such as gravel, native or engineered soils, and geotextiles. Stormwater passes through a filter based on the pressure difference on either side of the filter. In most stormwater treatment applications, the pressure difference is created by gravity (or hydraulic head).

Types of filtration[edit]

Two common types of filter media used in stormwater treatment are granular media, such as sand, and membranes:

Granular media is a multilayer lattice or matrix that traps solids as water flows through the tortuous channels in the media. Clogging may occur when solid particles form a film or cake on top of the filter or accumulate within the media channels to the point where the channels become occluded.

Membranes have very thin separation lattices with openings or pores that remove all particles larger than the nominal pore size of the filter at the surface, thereby acting much like a sieve. Membranes are often pleated to increase the surface area, allowing for more particles to be trapped prior to clogging. Care should be taken when selecting the type of geotextile used in an LID system.

Some filters include additives such as zeolite or iron to enhance the contaminant removal process for target water quality variables by increasing chemical adsorption and/or precipitation.

Maintenance Considerations[edit]

As the filter becomes clogged, higher pressure is needed to drive stormwater through the filter, until a point is reached at which flow through the treatment system must be redirected to another flow path (usually a bypass within or upstream of the system).


Applications[edit]

Stormwater practices use filtration through as the primary mechanism for treatment of runoff include:


Key system design parameters[edit]

When sizing filtration systems for specific sites using local historical rainfall records, several key system design parameters need to be considered. These are defined in the sizing section of the Filtration MTD page. Non-proprietary bioretention systems are sized as filters much more conservatively based on design storms, surface ponding depth and minimum media infiltration rate. The ratio of drainage area imperviousness to the surface area of bioretention facilities (referred to as the impervious-to-pervious ratio) is often many times lower than that for filtration MTDs. This ensures longer intervals for sediment maintenance and significant reductions in stormwater volumes through infiltration.

Permeable pavements can also be considered to be a type of filter. In this case, runoff and