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What is the acceptable testing standard for runoff coefficient.NC-2009 SSc6.1: Stormwater design - quantity controlposted by Panupant Phapant on Mar 30, 2015, 11:54 am
Dear All Can anyone advise what is acceptable testing... Last reply: Panupant Phapant, Apr 15, 2015, 9:53 pm |
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P: avarage rainfall eventNC-2009 SSc6.1: Stormwater design - quantity controlposted by ESRA OZKONUKSEVER on Feb 11, 2015, 9:27 am
Hi everyone, |
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Volume Captured on the Stormwater Mgmt CalculatorNC-2009 SSc6.1: Stormwater design - quantity controlposted by Kimberlee Dobbins on Jan 29, 2015, 4:30 pm
Going from LEED-EB 2.0 SS credit 5.1 to LEED 2009, O&M, what is the number for "Volume Captured"? Is it |
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BMP area for a green roofNC-2009 SSc6.1: Stormwater design - quantity controlposted by Jamison Hill on Jun 25, 2014, 11:10 am
My project features raised green roof beds (6" deep soil) located directly downstream from a tin roof. There are no gutters and for the most part runoff from the roof runs directly into the roof... Last reply: Michael DeVuono, Oct 20, 2014, 5:06 pm |
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case 1 option 2- "critical values"NC-2009 SSc6.1: Stormwater design - quantity controlposted by Carrie Laurendine on Sep 19, 2014, 10:31 am
page 95 of the LEED manual (description of case 1 - option 2) states that post development runoff rate and quantity must be below "critical values" for the relevant receiving waterways. ... Last reply: Michael DeVuono, Oct 16, 2014, 10:56 am |
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stormwater when site is directly on the river?NC-2009 SSc6.1: Stormwater design - quantity controlposted by Carrie Laurendine on Sep 19, 2014, 8:55 am
site is on the river. I assume this doesn't change anything, but civil engineer asked I check to see if LEED has exceptions for this. I guess the thought was that it might be strange to retain... Last reply: Carrie Laurendine, Sep 19, 2014, 9:48 am |
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Stormwater rate and quantity calculation for case 1NC-2009 SSc6.1: Stormwater design - quantity controlposted by sona prajapati on Sep 1, 2014, 3:08 am
Dear all, Last reply: sona prajapati, Sep 3, 2014, 1:11 am |
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1 year and 2 year 24 hr design stormNC-2009 SSc6.1: Stormwater design - quantity controlposted by sona prajapati on Jun 15, 2014, 3:41 amMichael DeVuono Regional Stormwater Leader Arcadis North America LEEDuser Expert 187 thumbs up June 16, 2014- 4:21 pm Stormwater runs off with a rate and volume. How this rate and volume is determined requires about 9 semester hours of hydrology courses, and is beyond the scope of this forum. I recommend you consult with a civil engineer to perform this work for your project. Log in or register to post comments sona prajapati LEEDuser Basic Member 1 thumbs up August 25, 2014- 2:43 am Dear Michael, We have found a sample calculation to determine storm water rate and quantity for 1 yr-24 hr design... Last reply: sona prajapati, Aug 25, 2014, 2:43 am |
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Natural System Instead of Public Sewer.NC-2009 SSc6.1: Stormwater design - quantity controlposted by JOSE R. TAGLE on Mar 21, 2014, 8:27 pm
Hi everyone! We are working on previously undeveloped land project, which apply for case 1 “site with existing imperviousness 50% or less”. With the new project, the imperviousness will... Last reply: Tristan Roberts, Jul 25, 2014, 1:11 am |
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Storage Tanks, then release to municipal system ok?NC-2009 SSc6.1: Stormwater design - quantity controlposted by Norma Lehman on Jun 25, 2014, 9:05 am
your comment above states: Is it an acceptable strategy to capture the rainwater into tanks and discharge it into the public sewers after the rainstorm reducing the peak discharge? Last reply: Kathryn West, Jun 25, 2014, 9:20 am |