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 3.2.10 - Stormwater Wetland 3.2.10.1 General Description Stormwater wetlands (also referred to as constructed wetlands) are constructed shallow marsh systems that are designed to both treat urban stormwater and control runoff volumes. As stormwater runoff flows through the wetland facility, pollutant removal is achieved through settling and uptake by marsh vegetation. Wetlands are among the most effective stormwater practices in terms of pollutant removal and also offer aesthetic value and wildlife habitat. Constructed stormwater wetlands differ from natural wetland systems in that they are engineered facilities designed specifically for the purpose of treating stormwater runoff and typically have less biodiversity than natural wetlands both in terms of plant and animal life. There are several design variations of the stormwater wetland, each design differing in the relative amounts of shallow and deep water, and dry storage above the wetland. These include the shallow wetland, the extended detention shallow wetland, and the pond/wetland system. Figure 3-39 contains photos of various wetlands. Below are descriptions of each design variant: Shallow Wetland: In the shallow wetland design, most of the water quality treatment volume is in the relatively shallow high marsh or low marsh depths. The only deep portions of the shallow wetland design are the forebay at the inlet to the wetland, and the micropool at the outlet. One disadvantage of this design is that, since the pool is very shallow, a relatively large amount of land is typically needed to store the WQ V . Extended Detention (ED) Shallow Wetland: The extended detention (ED) shallow wetland design is the same as the shallow wetland; however, part of the water quality treatment volume is provided as extended detention above the surface of the marsh and released over a period of 24 hours. This design can treat a greater volume of stormwater in a smaller space than the shallow wetland design. In the extended detention wetland option, plants that can tolerate both wet and dry periods need to be specified in the extended detention zone. Pond/Wetland Systems: The pond/wetland system has two separate cells: a wet pond and a shallow marsh. The wet pond traps sediments and reduces runoff velocities prior to entry into the wetland where stormwater flows receive additional treatment. Less land is required for a pond/wetland system than for the shallow wetland or the extended detention shallow wetland systems. Page 3 - 128 Volume 2, Technical Guidance
Section 3.2.10 - Stormwater Wetland Shallow Wetland Shallow ED Wetland Figure 3-39 Stormwater Wetland Examples 3.2.10.2 Stormwater Management Suitability Similar to stormwater ponds, stormwater wetlands are designed to control both stormwater quantity and quality. Water Quality Pollutants are removed from stormwater runoff in a wetland through uptake by wetland vegetation and algae, vegetative filtering, and through gravitational settling in the slow moving marsh flows. Other pollutant removal mechanisms are also at work in a stormwater wetland including chemical and biological decomposition and volatilization. Section 3.2.10.3 provides pollutant removal efficiencies that can be used for planning and design purposes. Channel Protection The storage volume above the permanent pool/water surface level in a stormwater wetland is used to provide control of the channel protection volume (CP v ). This is accomplished by detaining the 1-year, 24-hour storm runoff for 24 hours (extended detention). It is best to do this with minimum vertical water level fluctuation, as extreme fluctuation may stress vegetation. Flood Control In situations where it is required, stormwater wetlands can also be used to provide detention to control peak flows. However, care must be exercised to provide a design that does not cause excessive velocities or other conditions that would disturb or damage the wetland system. When peak flow control is not incorporated into the design, a stormwater wetland must be designed to safely pass or bypass flood flows. Volume 2, Technical Guidance Page 3 - 129
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Section 3.2.10 - Stormwater Wetland<br />
3.2.10.1 General Description<br />
Stormwater wetlands (also referred to as constructed wetlands) are constructed shallow<br />
marsh systems that are designed to both treat urban stormwater and control run<strong>of</strong>f volumes.<br />
As stormwater run<strong>of</strong>f flows through the wetland facility, pollutant removal is achieved through<br />
settling and uptake by marsh vegetation.<br />
Wetlands are among the most effective stormwater practices in terms <strong>of</strong> pollutant removal and<br />
also <strong>of</strong>fer aesthetic value and wildlife habitat. Constructed stormwater wetlands differ from<br />
natural wetland systems in that they are engineered facilities designed specifically for the<br />
purpose <strong>of</strong> treating stormwater run<strong>of</strong>f and typically have less biodiversity than natural<br />
wetlands both in terms <strong>of</strong> plant and animal life.<br />
There are several design variations <strong>of</strong> the stormwater wetland, each design differing in the<br />
relative amounts <strong>of</strong> shallow and deep water, and dry storage above the wetland. These<br />
include the shallow wetland, the extended detention shallow wetland, and the pond/wetland<br />
system. Figure 3-39 contains photos <strong>of</strong> various wetlands. Below are descriptions <strong>of</strong> each<br />
design variant:<br />
Shallow Wetland: In the shallow wetland design, most <strong>of</strong> the water quality treatment volume<br />
is in the relatively shallow high marsh or low marsh depths. The only deep portions <strong>of</strong> the<br />
shallow wetland design are the forebay at the inlet to the wetland, and the micropool at the<br />
outlet. One disadvantage <strong>of</strong> this design is that, since the pool is very shallow, a relatively<br />
large amount <strong>of</strong> land is typically needed to store the WQ V .<br />
Extended Detention (ED) Shallow Wetland: The extended detention (ED) shallow wetland<br />
design is the same as the shallow wetland; however, part <strong>of</strong> the water quality treatment<br />
volume is provided as extended detention above the surface <strong>of</strong> the marsh and released over a<br />
period <strong>of</strong> 24 hours. This design can treat a greater volume <strong>of</strong> stormwater in a smaller space<br />
than the shallow wetland design. In the extended detention wetland option, plants that can<br />
tolerate both wet and dry periods need to be specified in the extended detention zone.<br />
Pond/Wetland Systems: The pond/wetland system has two separate cells: a wet pond and a<br />
shallow marsh. The wet pond traps sediments and reduces run<strong>of</strong>f velocities prior to entry into<br />
the wetland where stormwater flows receive additional treatment. Less land is required for a<br />
pond/wetland system than for the shallow wetland or the extended detention shallow wetland<br />
systems.<br />
Page 3 - 128<br />
<strong>Volume</strong> 2, Technical Guidance