Difference between revisions of "Pretreatment features"
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*''F<sub>c</sub>'' = The cleanout frequency (yrs) | *''F<sub>c</sub>'' = The cleanout frequency (yrs) | ||
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+ | Sediment loading rates from impervious surfaces studied by STEP were between 0.3 - 0.6 m³/ha/yr <ref>Goncalves, C., & Van Seters, T. (2012). Characterization of Particle Size Distributions of Runoff from High Impervious Urban Catchments in the Greater Toronto Area. Retrieved from https://sustainabletechnologies.ca/app/uploads/2013/03/PSD-2012-final.pdf</ref>. In Brisbane a value of 0.6 m³/ha/yr is the default value used to size small forebays <ref>Lal, R. (Ed.). (2006). “Particle Shape Effects” in “Particle Packing.” In Encyclopedia of Soil Science (p. 1248). New York: Taylor and Francis.</ref>. | ||
2. The area of the forebay (''A<subf</sub>'') designed for 80 % capture efficiency (i.e. R = 0.8) may be calculated as: | 2. The area of the forebay (''A<subf</sub>'') designed for 80 % capture efficiency (i.e. R = 0.8) may be calculated as: |
Revision as of 20:28, 5 April 2018
Forebays are a form of pretreatment for open inlets such as curb cuts. Energy of the incoming flow is dissipated, causing suspended particles to drop out of the water. These accumulated particles/sediment can then be easily swept or vacuumed during routine maintenance and doesn't end up clogging downstream filter media or material. A well designed forebay will also spread the flow somewhat, reducing erosion around the inlet. One effective way of achieving this is by surrounding the pad with some form of level spreader on all sides. The level spreading could be a sharp crested weir in metal or concrete, or be more like a soft edged check dam.
Design[edit]
1. The required volume for a small forebay, serving up to 2 Ha (Vf, m³), may be calculated as:
Where:
- Ac = The area of the catchment (m²),
- R = The capture efficiency (suggest 0.8),
- Lo = The sediment loading rate (m³/Ha/yr), and
- Fc = The cleanout frequency (yrs)
Sediment loading rates from impervious surfaces studied by STEP were between 0.3 - 0.6 m³/ha/yr [1]. In Brisbane a value of 0.6 m³/ha/yr is the default value used to size small forebays [2].
2. The area of the forebay (A<subf) designed for 80 % capture efficiency (i.e. R = 0.8) may be calculated as:
Where:
- Q = Design flow rate (m³/s), and
- Vf = Volume of forebay (m³).
3. Check that the forebay depth (df, m) ≤ 0.3 m:
Example calculation[edit]
Gallery[edit]
Solid splash pad preventing erosion from the flow from the inlet. Image credit Dylan Passmore
Forebay connected to drainage area in the roadway with a curb cut, overflow visible in the centre of the feature, level spreading is encouraged with the rock check dams, Milwaukee, WI, Photo credit: Aaron Volkening
Rounded 'river rock' and a series of check dams slow water from this inlet.
This forebay has a rock splash pad to slow water down before it reaches a bioswale.
- ↑ Goncalves, C., & Van Seters, T. (2012). Characterization of Particle Size Distributions of Runoff from High Impervious Urban Catchments in the Greater Toronto Area. Retrieved from https://sustainabletechnologies.ca/app/uploads/2013/03/PSD-2012-final.pdf
- ↑ Lal, R. (Ed.). (2006). “Particle Shape Effects” in “Particle Packing.” In Encyclopedia of Soil Science (p. 1248). New York: Taylor and Francis.