<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