Difference between revisions of "Filtration"

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==Applications==
 
==Applications==
 
Stormwater practices use filtration through  as the primary mechanism for treatment of runoff include:
 
Stormwater practices use filtration through  as the primary mechanism for treatment of runoff include:
*[[Bioretention]] technologies such as [https://sustainabletechnologies.ca/app/uploads/2020/06/High-rate-treatment-bioretention-filter-tech-brief.pdf the Filterra® bioretention system] have successfully used filtration to achieve 80% TSS removal for events with influent TSS concentrations above 100 mg/L.
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*[[Bioretention]] technologies  
 
*[[Permeable pavements]] can filter runoff through the surface pores or media between pavers, as well as through the bedding and base layers. Most of the [[sediment]] directed onto the pavements is trapped near the surface where it can be more easily accessed for cleaning.
 
*[[Permeable pavements]] can filter runoff through the surface pores or media between pavers, as well as through the bedding and base layers. Most of the [[sediment]] directed onto the pavements is trapped near the surface where it can be more easily accessed for cleaning.
*[[Filtration Manufactured Treatment Devices]]
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*[[Filtration Manufactured Treatment Devices]] such as [https://sustainabletechnologies.ca/app/uploads/2020/06/High-rate-treatment-bioretention-filter-tech-brief.pdf the Filterra® high flow curb inlet filtration MTD] have achieved 80% TSS removal for events with influent TSS concentrations above 100 mg/L.
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*[[Oil and grit separators]]
 
*[[Stormwater planters]]
 
*[[Stormwater planters]]
 
*[[Pretreatment]]
 
*[[Pretreatment]]
*[[Oil and grit separators]]
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==Maintenance Considerations==
 
==Maintenance Considerations==

Revision as of 19:47, 11 July 2025

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 which helps 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. 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 filter media[edit]

Care should be taken when selecting the type of filter media used in an LID system. Two common types of filter media used in stormwater treatment are granular media and membranes:

  • Granular media is a multilayer lattice or matrix that traps solids as water flows through the tortuous channels in the media. Examples of granular media include sand and gravel.
  • 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.

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.

Applications[edit]

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


Maintenance Considerations[edit]

Clogging may occur when solid particles form a film on top of the filter or accumulate within the media channels to the point where the channels become occluded. Clogging can decrease the effectiveness of a filter. 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).

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.

References[edit]