Topic | Recent |
---|---|
Off site stormwater handlingNC-2009 SSc6.1: Stormwater design - quantity controlposted by Alicia Freire on Oct 25, 2013, 12:24 pm
Can we obtain this credit for a site that already has natural drainage systems surrounding it, i.e. outside the site boundary? The water that falls on the site is taken care of in a... Last reply: Michael DeVuono, Dec 3, 2013, 10:51 am |
|
pre-development / post-developmentNC-2009 SSc6.1: Stormwater design - quantity controlposted by Doreen Kruschina on Nov 6, 2013, 10:40 am
Sorry, might be a stupid question: Last reply: Michael DeVuono, Nov 6, 2013, 12:01 pm |
|
1-year-24-hour data in the UKNC-2009 SSc6.1: Stormwater design - quantity controlposted by Alicia Freire on Jul 16, 2013, 6:44 am
Hello Last reply: Tristan Roberts, Nov 3, 2013, 12:03 am |
|
Stormwater Harvesting and Runoff QueriesNC-2009 SSc6.1: Stormwater design - quantity controlposted by Greg Kight on Jun 7, 2013, 1:16 pm
We have a tall office building that has a cistern for... Last reply: Michael DeVuono, Oct 28, 2013, 1:19 pm |
|
Case 1 Option 2 Excessive stormwater runoffNC-2009 SSc6.1: Stormwater design - quantity controlposted by John Covello on Oct 11, 2013, 10:25 pm
Hello, We are pursing Option 2 for this project. Our stream channel protection will handle a 10 year storm event. How does the credit handle excessive storms, 50 or 100 year events? Or are... Last reply: Michael DeVuono, Oct 14, 2013, 8:59 am |
|
Gravel Roads as BMPsNC-2009 SSc6.1: Stormwater design - quantity controlposted by Paula Hernandez on Oct 13, 2013, 9:53 am
Hi Everyone, A project I'm working on is factory on a rural setting. All roads and parking lots are gravel. Does this account as pervious paving? I'm certain it should, and it should... Last reply: Michael DeVuono, Oct 14, 2013, 8:51 am |
|
Runoff volumesNC-2009 SSc6.1: Stormwater design - quantity controlposted by Gregory Hurst on Sep 15, 2009, 7:40 pm
The way that we have calculated run-off volume is to calculate a weighted average run-off coefficient, as you would for the... Last reply: John Covello, Oct 11, 2013, 4:25 am |
|
Green roof deckNC-2009 SSc6.1: Stormwater design - quantity controlposted by mariela garate on Aug 27, 2013, 3:48 pm
Hi, We are willing to use an innovative type of green roof that's based on compacted plastic waste board and textile (1,3cms thickness + textile). This substrate replaces the need of soil.... Last reply: Michael DeVuono, Sep 5, 2013, 10:25 am |
|
Discharge rates and run offNC-2009 SSc6.1: Stormwater design - quantity controlposted by Sean Hogan on Jul 29, 2013, 11:26 am
Hi, In simple terms, is there a difference between 'discharge rate' and 'run off'? We are currently assessing our site to determine which case and path to follow. Discharge rate is the... Last reply: Michael DeVuono, Jul 29, 2013, 12:19 pm |
|
Unavailable rainfall dataNC-2009 SSc6.1: Stormwater design - quantity controlposted by Magda Aghababyan on Jul 19, 2013, 4:25 am
Hello, We have a project in Sri Lanka where we try to attempt this credit via percentile rainfall event option. However we find difficulty of getting continuous 30 year rainfall data. There are... Last reply: Michael DeVuono, Jul 22, 2013, 8:35 am |