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=== Overview ===

== Overview ==

Sedimentation is a fundamental process used in stormwater treatment to remove pollutants from runoff. It relies on gravity to deposit suspended sediment and debris into a designated settling area for later removal. Many pollutants that adhere to solids, such as metals, phosphorus, and hydrocarbons, are also removed through this process.

Sedimentation is a fundamental process used in stormwater treatment to remove pollutants from runoff. It relies on gravity to deposit suspended sediment and debris into a designated settling area for later removal. Many pollutants that adhere to solids, such as metals, phosphorus, and hydrocarbons, are also removed through this process.

Stormwater treatment practices that primarily use sedimentation include:

Stormwater treatment practices that primarily use sedimentation include:

* [[Stormwater wetlands]]

* [[Stormwater wetlands]]

* [[Oil and grit separators (OGS)]]

* [[Oil and grit separators (OGS)]]

* [[Catch basins]] and [[pre-treatment]] sumps

* Catch basins and [[pre-treatment]] sumps

* [[Vegetated swales]]

* [[Vegetated swales]]

=== Types of Settling ===

== Types of Settling ==

Sedimentation occurs in two main forms:

Sedimentation occurs in two main forms:

Practices such as ponds and wetlands rely on quiescent settling, whereas systems like oil grit separators and catch basins rely more on dynamic settling. The effectiveness of sedimentation systems is largely governed by the surface loading rate (SLR), which is the rate at which water is introduced to the settling area. Higher SLRs generally result in lower pollutant removal efficiency.

Practices such as ponds and wetlands rely on quiescent settling, whereas systems like oil grit separators and catch basins rely more on dynamic settling. The effectiveness of sedimentation systems is largely governed by the surface loading rate (SLR), which is the rate at which water is introduced to the settling area. Higher SLRs generally result in lower pollutant removal efficiency.

=== Key Design Parameters ===

== Key Design Parameters ==

The performance of sedimentation systems depends on several factors:

The performance of sedimentation systems depends on several factors:

'''Inlet and Outlet Design''' – Properly designed structures reduce resuspension and short-circuiting of flow.

'''Inlet and Outlet Design''' – Properly designed structures reduce resuspension and short-circuiting of flow.

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| 5 catch basins (0.6 x 0.6m) per Hectare. Permanent pool depth of 0.9m.

| 5 catch basins (0.6 x 0.6m) per Hectare. Permanent pool depth of 0.9m.

|}

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=== Particle Settling and Particle Size Distribution ===

== Particle Settling and Particle Size Distribution ==

Settling velocity is influenced by particle size, shape, specific gravity, and water temperature. Coarser particles settle faster, whereas fine silts and organic matter take longer. Temperature affects viscosity, meaning lower temperatures reduce settling efficiency. Understanding particle size distributions at a site is critical for designing effective sedimentation systems.

Settling velocity is influenced by particle size, shape, specific gravity, and water temperature. Coarser particles settle faster, whereas fine silts and organic matter take longer. Temperature affects viscosity, meaning lower temperatures reduce settling efficiency. Understanding particle size distributions at a site is critical for designing effective sedimentation systems.

Research has shown wide variations in particle sizes in urban runoff, influenced by factors such as native soil texture, tree canopy cover, traffic levels, and road maintenance practices. While laboratory analyses help determine particle size, field studies provide more practical insights into sedimentation system performance.

Research has shown wide variations in particle sizes in urban runoff, influenced by factors such as native soil texture, tree canopy cover, traffic levels, and road maintenance practices. While laboratory analyses help determine particle size, field studies provide more practical insights into sedimentation system performance.

=== Best Practices for Sedimentation-Based Stormwater Treatment ===

== Best Practices for Sedimentation-Based Stormwater Treatment ==

'''Design for Adequate Surface Area''' – Systems should have sufficient area to slow down flow and enhance settling.

'''Design for Adequate Surface Area''' – Systems should have sufficient area to slow down flow and enhance settling.

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