• <td>Dry swale or grassed channel</td> *Do not incorporate check dams unless the swale or channel incorporates an underdrain. Otherwise small areas of infiltrati
    6 KB (947 words) - 18:23, 13 December 2022
  • <th>Vegetated swale</th>
    6 KB (885 words) - 21:13, 24 October 2022
  • *[[Calculating credits for swale]]
    1 KB (193 words) - 20:54, 12 December 2022
  • ...00px|thumb|alt=symbol for swale with no underdrain|<font size=3>Symbol for Swale main channel (without an underdrain) used in the MIDS calculator.</font siz ...t flow, then a swale side slope BMP should be used in combination with the swale main channel BMP in the MIDS calculator. All pollutants in the infiltrated
    33 KB (5,347 words) - 13:38, 29 January 2023
  • <td>Dry swale</td>
    2 KB (296 words) - 15:08, 4 August 2022
  • <td>Dry Swale with Check Dams</td> <td>[[File:Swale check icon.png|center|100px]]</td>
    5 KB (694 words) - 17:48, 4 August 2022
  • <td>Vegetated swale</td> <td>Variation of vegetated swale with side slope protection.</td>
    6 KB (852 words) - 12:20, 7 August 2022
  • File:Dry swale with check dams complete with trees.png|alt=Infiltration practice complete
    2 KB (257 words) - 15:44, 8 December 2022
  • ...s://stormwater.pca.state.mn.us/index.php?title=Dry_swale_(Grass_swale) dry swale] with an underdrain (with or without check dams), ==Dry swale and stormwater step-pool (with check dams and underdrains)==
    33 KB (4,581 words) - 15:04, 11 January 2023
  • ==Construction specifications for swale practices== Construction of swale practices incorporates techniques and steps that may be considered nonstand
    22 KB (3,332 words) - 20:46, 27 December 2022
  • ==Village of Algonquin, Kane County, Illinois - Step pool swale== [[File:Step pool figure 1.jpg|300px|thumb|alt=step pool swale image|<font size=3>Failing culvert and gulley formation pre-construction.</
    19 KB (2,750 words) - 20:15, 12 December 2022
  • ...e:Wet swale section.png|300px|thumb|alt=wet swale section|<font size=3>Wet swale section.</font size>]] *Swale layout: [[File:Swale Layout2 (1).pdf]]
    25 KB (3,758 words) - 17:15, 29 December 2022
  • ...wale.jpg|300 px|thumb|alt=photo of a dry swale|<font size=3>Photo of a dry swale. Courtesy of Limnotech.</font size>]] ...wale.jpg|300 px|thumb|alt=photo of a wet swale|<font size=3>Photo of a wet swale. Courtesy of Limnotech.</font size>]]
    22 KB (3,203 words) - 21:20, 16 February 2023
  • ...kes city hall.jpg|300px|thumb|alt=Image of a swale|<font size=3>Image of a swale at Lino Lakes city hall</font size>]] ...ose to the surface or water does not readily drain out of the swale. A wet swale acts as a very long and linear shallow biofiltration or linear wetland trea
    27 KB (4,015 words) - 21:34, 24 January 2023
  • Incorporation of check dams into swale design allows treatment of a portion or all of the [https://stormwater.pca. ...b>, impermeable check dams will likely be necessary. This includes using a swale to meet or partly meet the requirements of the [https://stormwater.pca.stat
    21 KB (3,314 words) - 15:20, 11 January 2023
  • ...0px|thumb|alt=Symbol for swale with underdrain.png|<font size=3>Symbol for Swale main channel (with underdrain) used in the MIDS calculator.</font size>]] ...shed tab swale with underdrain|<font size=3>Schematic of Watershed tab for Swale main channel (with underdrain). The user must input a value for impervious
    31 KB (4,982 words) - 13:36, 29 January 2023
  • ...ose to the surface or water does not readily drain out of the swale. A wet swale acts as a very long and linear shallow biofiltration or linear wetland trea ..., slope failure, or down gradient flooding exist and cannot be overcome by swale design modifications
    25 KB (3,698 words) - 02:39, 15 December 2022
  • ...stormwater.pca.state.mn.us/index.php?title=Wet_swale_(wetland_channel) wet swale]), the calculator does not differentiate between water that has been treate
    6 KB (904 words) - 15:50, 12 January 2023
  • ...stormwater wetland, sand filter, permeable pavement (with underdrain), and swale. Results of that review can be seen at this link: [[File:Credit analysis.do
    3 KB (375 words) - 14:05, 1 August 2022
  • [[File:Wet swale figure 1.jpg|300px|thumb|alt=wet swale image|<font size=3>Eroded and failing structure banks contributing to sedim *Design Features: Wet swale, two-stage design, grade control/rock checks, vane weirs, vegetation restor
    27 KB (3,916 words) - 20:08, 12 December 2022

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