Difference between revisions of "Unified sizing criteria section"
m |
m |
||
| Line 19: | Line 19: | ||
#[[Literature review summary for Unified Sizing Criteria]] | #[[Literature review summary for Unified Sizing Criteria]] | ||
#[[Stormwater sizing for redevelopment projects]] | #[[Stormwater sizing for redevelopment projects]] | ||
| + | |||
| + | [[Category:Level 3 - Best management practices/Specifications and details/Design criteria]] | ||
Latest revision as of 19:14, 6 December 2022
A unified framework is presented for addressing stormwater sizing criteria in the context of the MPCA Construction General Permit (CGP) and local stormwater management requirements, if chosen by the local community. The unified approach addresses five different sizing criteria, as shown below.
- Recharge
- Water quality
- Channel protection
- Over bank flooding
- Extreme storms
The individual articles comprising this section on Unified sizing criteria may be viewed as a single article.
- Unified sizing criteria
- Recharge and infiltration criterion (Vre)
- Water quality criteria
- Channel protection criteria (Vcp)
- Overbank flood protection criteria (Vp10)
- Extreme flood control criteria (Vp100)
- Adapting stormwater criteria for receiving waters
- References for Unified Sizing Criteria
- Literature review summary for Unified Sizing Criteria
- Stormwater sizing for redevelopment projects
This page was last edited on 6 December 2022, at 19:14.