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== Function/Treatment ==
== Function/Treatment ==
As part of Potawot's storm water treatment system, the swales are designed to maximize the natural treatment of the water. Like all bioswales, the swales have a fairly low grade, in order to slow the water as it travels. This encourages water to collect for extended periods of time, because the longer the water remains, the more percolates into the ground. Much of the water travels in the subsurface, or below the top layer of soil. The soil used swales is permeable, which means encouraging the transmission of fluids, and contains high levels of organic materials. <ref>"Vegetated Swale" October 28, 2008. [http://www.tredyffrin.org/pdf/publicworks/CH2%20-%20BMP2%20Vegetated%20Swale.pdf]</ref> This promotes the filtering of sediments and pollutants such as metals from the storm water <ref>"Bioswales Article May 2007" October 28, 2008. [http://www.openlands.org/reports/BioswalesArticleMay2007.pdf]</ref>.
As part of Potawot's storm water treatment system, the swales are designed to maximize the natural treatment of the water. Like all bioswales, the swales have a fairly low grade, in order to slow the water as it travels. This encourages water to collect for extended periods of time, because the longer the water remains, the more percolates into the ground. Much of the water travels in the subsurface, or below the top layer of soil. The soil used swales is permeable, which means fluids easily pass through it, and contains high levels of organic materials. <ref>"Vegetated Swale" October 28, 2008. [http://www.tredyffrin.org/pdf/publicworks/CH2%20-%20BMP2%20Vegetated%20Swale.pdf]</ref> This promotes the filtering of sediments and pollutants such as metals from the storm water <ref>"Bioswales Article May 2007" October 28, 2008. [http://www.openlands.org/reports/BioswalesArticleMay2007.pdf]</ref>.


The water levels in the swales are designed to be shallow. They are 1-2 inches deep during an average rainfall and 5-6 inches deep at maximum capacity.
The water levels in the swales are designed to be shallow. They are 1-2 inches deep during an average rainfall and 5-6 inches deep at maximum capacity.

Revision as of 07:08, 13 December 2008

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Introduction

A major goal of Potawot is to be sustainable. This includes natural storm water treatment and responsible resource management. Potawot uses swales as a part of the treatment system to manage and treat runoff.

Specifically, Potawot uses bioswales, which include vegetation. Bioswales decrease the speed of water flow, provide a containment area for runoff, and encourage suspended solids to settle out of the water. The plants in a bioswale filter pollutants and contain and decompose them in the soil. [1]

The swales are one part of the larger natural water treatment system at Potawot. The swales treat the runoff by filtering out pollution. Once the water passes through the swales, it empties into the treatment pond.

The swales are one aspect of Potawot’s commitment to sustainable resource usage. Instead of allowing runoff to become a waste, Potawot has a method to utilize runoff to assist another of Potawot's main goals: to preserve the natural habitat. The swales create an ideal area for native plant growth. [2]

Locations

Figure 1: Diagram of Potawot's waterflow. Notice the swales in the parking lots. Image is courtesy of Eric Johnson.

The swales are positioned at the Potawot grounds to collect excess runoff from the parking lots. Designed to use gravity to transport the water, they are connected to each other by culverts and form a system to channel runoff into the treatment pond.

The swales are located near Potawot’s parking lots. In Figure 1, they are represented by the green areas within the parking lots. They are placed there because non-soil surfaces such as concrete generate large amounts of runoff. Water is unable to penetrate these materials and percolate into the ground during rains.[2] Percolation is the movement of a liquid, in this case storm water, through porous materials, such as the soil of the bottom of the swales.

Function/Treatment

As part of Potawot's storm water treatment system, the swales are designed to maximize the natural treatment of the water. Like all bioswales, the swales have a fairly low grade, in order to slow the water as it travels. This encourages water to collect for extended periods of time, because the longer the water remains, the more percolates into the ground. Much of the water travels in the subsurface, or below the top layer of soil. The soil used swales is permeable, which means fluids easily pass through it, and contains high levels of organic materials. [3] This promotes the filtering of sediments and pollutants such as metals from the storm water [4].

The water levels in the swales are designed to be shallow. They are 1-2 inches deep during an average rainfall and 5-6 inches deep at maximum capacity.

Native Vegetation

Native plants and shrubs are deliberately planted and encouraged to grow in the swales.

These plants assist the filtering process by breaking down pollutants and help collect the water in the ground through their roots. Some of these plants have rhizomes, which are underground stems that grow roots and shoots. Additionally, the plants support the larger aim of Potawot to encourage native habitat renewal. [2]

The species of plants chosen to grow in the swales are:

  • Scirpus microcarpus - Small-fruited Bulrush
  • Cornus sericea var. stolonifera - Red-twig Dogwood
  • Juncus effuses - Juncus
  • Deschampsia cespitosa - Tuft Hairgrass
  • Alnus rubra – Red Alder
  • Acer circinatum – Vine maple
  • Salix – Willow
  • Carex obnupta – Slough sedge

[2]

Maintenance

The swales require a mild amount of upkeep to remain functional. This consists of ensuring flow by manually unclogging the culverts and maintaining the grade of the swales. Nonnative, invasive, and dead plants are removed to allow the native plants to grow. Soil is replaced if it has worn away. [2]

References

  1. Groves, William, Phillip Hammer, Karinne Knutsen, Sheila Ryan, and Robert Schlipf. "Analysis of Bioswale Efficiency for Treating Surface Runoff." October 28, 2008. [1]
  2. 2.0 2.1 2.2 2.3 2.4 Johnson, Eric. Interview. October 27, 2008.
  3. "Vegetated Swale" October 28, 2008. [2]
  4. "Bioswales Article May 2007" October 28, 2008. [3]


Further Reading

Design Manual: Biological Filtration Canal (Bioswale)

Bioswales

Vegetated Swale Technical Guidance

Swales and Stormwater <layout name="AT device" />

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