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Is this runoff volume calculation correct?
NC-v4 SSc4:Rainwater managementposted by SOYOUNG CHO on
Hello everyone,
Detaining the rainwater runoff -an accepted solution?
NC-v4 SSc4:Rainwater managementposted by Florian Schmidtchen on
Dear all, In our project we are planning to follow option 1 path 2.
Maps from the Stone Age Don't Exist?
NC-v4 SSc4:Rainwater managementposted by Hannah Fleck on
I am trying to track down historical information to meet the compliance for the pre-development pathway but am coming up short for finding land cover and contour maps predevelopment.
Rainwater management
NC-v4 SSc4:Rainwater managementposted by Ahmed Hamed on
how to Calculate runoff volume to be managed on site giving rainfall data?
Rainwater Management - No discharge at all or No immediate discharge?
NC-v4 SSc4:Rainwater managementposted by Junru Shen on
Hi All,
Runoff calculation - typical values for infiltration loss
NC-v4 SSc4:Rainwater managementposted by G.J. Teunissen on
Hi,
What are the standard values for the infiltration losses in the equation below for rainwater management credit? eg: previous pavements and vegetated roof.
Rainwater Management
NC-v4 SSc4:Rainwater managementposted by Ribert Senzoga on
I am evaluating the Rainwater Management of a warehouse project where the water table is very high and we don't have enough depth to make a water basin.
Bioretention Area Calculation
NC-v4 SSc4:Rainwater managementposted by on
I was wondering about how to calculate the Area of bioretention needed to manage expected runoff on the Reference Guide v4 example.