Volume 2-05, Chapter 3 - City of Wichita
Volume 2-05, Chapter 3 - City of Wichita Volume 2-05, Chapter 3 - City of Wichita
Section 3.2.5 - Enhanced Swale 3.2.5.1 General Description Enhanced swales (also referred to as water quality swales) are conveyance channels engineered to capture and treat all or a portion of the WQ v for a drainage area. They differ from a normal drainage channel or swale through the incorporation of specific features that enhance stormwater pollutant removal effectiveness. Enhanced swales are designed with limited longitudinal slopes to force the flow to be slow and shallow, thus allowing for particulates to settle and prevent erosion. Berms and/or check dams installed perpendicular to the flow path promote settling and infiltration. The enhanced swale is designed to include a filter bed of prepared soil that overlays an underdrain system. The swales are sized to allow the WQ v to be filtered or infiltrated through the bottom of the swale. They are dry most of the time and are often a preferred option in residential settings. Figure 3-22 Enhanced Swale Example Enhanced swales are not to be confused with a filter strip or grass channel. Ordinary grass channels are not engineered to provide the same treatment capability as a well-designed enhanced swale with filter media. Filter strips are designed to accommodate overland flow rather than channelized flow. Both of these practices may be used for pretreatment or included in a “treatment train” approach where redundant treatment is provided. 3.2.5.2 Stormwater Management Suitability Enhanced swale systems are designed primarily for stormwater quality and have only a limited ability to provide channel protection or peak flow reduction. Water Quality Enhanced swale systems rely primarily on filtration through an engineered media to provide removal of stormwater contaminants. Page 3 - 70 Volume 2, Technical Guidance
Section 3.2.5 - Enhanced Swale Channel Protection Generally, only the WQ v is treated by an enhanced swale, and another structural control must be used to provide CP v extended detention. However, for some smaller sites, a swale may be designed to capture and detain the full CP v . On-Site Flood Control Enhanced swales must provide flow diversion and/or be designed to safely pass on-site flood flows. Another structural control must be used in conjunction with an enhanced swale system to reduce the post-development peak flow. 3.2.5.3 Pollutant Removal Capabilities The enhanced swale is presumed to be able to remove 90% of the total suspended solids load in typical urban post-development runoff when sized, designed, constructed, and maintained in accordance with the recommended specifications. Undersized or poorly designed swales can reduce TSS removal performance. The following design pollutant removal rates are average pollutant reduction percentages for design purposes derived from sampling data, modeling, and professional judgment. In a situation where a removal rate is not deemed sufficient, additional controls may be put in place at the given site in a series or “treatment train” approach. • Total Suspended Solids – 90% • Total Phosphorus – 50% • Total Nitrogen – 50% • Heavy Metals – 40% • Fecal Coliform – insufficient data For additional information and data on pollutant removal capabilities for enhanced swales, see the National Pollutant Removal Performance Database (2nd Edition) available at www.cwp.org and the National Stormwater Best Management Practices (BMP) Database at www.bmpdatabase.org. 3.2.5.4 Application and Feasibility Criteria Enhanced swales can be used in a variety of development types; however, they are primarily applicable to residential and institutional areas of low to moderate density where the impervious cover in the contributing drainage area is relatively small and along roads and highways. Because of their relatively large land requirement, enhanced swales are generally not used in higher density areas. Volume 2, Technical Guidance Page 3 - 71
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- Page 31 and 32: Section 3.2.1 - Stormwater Pond 3.2
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- Page 53 and 54: Section 3.2.2 - Extended Dry Detent
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- Page 59 and 60: Section 3.2.3 - Vegetative Filter S
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- Page 63 and 64: Section 3.2.3 - Vegetative Filter S
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- Page 67 and 68: Section 3.2.4 - Grassed Channel 3.2
- Page 69 and 70: Section 3.2.4 - Grassed Channel 3.2
- Page 71 and 72: Section 3.2.4 - Grassed Channel 3.2
- Page 73 and 74: Section 3.2.4 - Grassed Channel max
- Page 75: Section 3.2.5 - Enhanced Swale 3.2.
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- Page 87 and 88: Section 3.2.6 - Infiltration Trench
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- Page 99 and 100: Section 3.2.7 - Soakage Trench 3.2.
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- Page 103 and 104: Section 3.2.8 - Surface Sand Filter
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- Page 115 and 116: Section 3.2.8 - Surface Sand Filter
- Page 117 and 118: Section 3.2.9 - Bioretention Areas
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Section 3.2.5 - Enhanced Swale<br />
3.2.5.1 General Description<br />
Enhanced swales (also referred to as water quality swales) are conveyance channels<br />
engineered to capture and treat all or a portion <strong>of</strong> the WQ v for a drainage area. They differ<br />
from a normal drainage channel or swale through the incorporation <strong>of</strong> specific features that<br />
enhance stormwater pollutant removal effectiveness.<br />
Enhanced swales are designed with limited longitudinal slopes to force the flow to be slow and<br />
shallow, thus allowing for particulates to settle and prevent erosion. Berms and/or check<br />
dams installed perpendicular to the flow path promote settling and infiltration.<br />
The enhanced swale is designed to include a filter bed <strong>of</strong> prepared soil that overlays an<br />
underdrain system. The swales are sized to allow the WQ v to be filtered or infiltrated through<br />
the bottom <strong>of</strong> the swale. They are dry most <strong>of</strong> the time and are <strong>of</strong>ten a preferred option in<br />
residential settings.<br />
Figure 3-22 Enhanced Swale Example<br />
Enhanced swales are not to be confused with a filter strip or grass channel. Ordinary grass<br />
channels are not engineered to provide the same treatment capability as a well-designed<br />
enhanced swale with filter media. Filter strips are designed to accommodate overland flow<br />
rather than channelized flow. Both <strong>of</strong> these practices may be used for pretreatment or<br />
included in a “treatment train” approach where redundant treatment is provided.<br />
3.2.5.2 Stormwater Management Suitability<br />
Enhanced swale systems are designed primarily for stormwater quality and have only a<br />
limited ability to provide channel protection or peak flow reduction.<br />
Water Quality<br />
Enhanced swale systems rely primarily on filtration through an engineered media to provide<br />
removal <strong>of</strong> stormwater contaminants.<br />
Page 3 - 70<br />
<strong>Volume</strong> 2, Technical Guidance