Hi,

What are the standard values for the ...

What happens when a rainwater tank, designed to keep the required amount of rainwater is faced with a second stormevent? Does USGBC require demonstration of drawdown of the rainwater tank? 

Dear all,
In our project we are planning to follow option 1 path 2. Therefor we provide underground-trench systems and a technical ditch on our project site, which gets inserted creatively...

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. Does LEED have any suggestion to deal with...

Hello 

we have a project in which 2 accumulation tanks are planned which are enough to capture rainwater calculated, and the plan is that they will be used for Irrigation, nevertheless,...

Hi,

Can we comply by using pervious concrete, knowing that the water will not be collected, will just be discharge to perimeter drain?
Also for roof collected rainwater, we need to...

will be that I went to school for a long time to learn how to do this, and it isn't something you're going to learn in a forum post. You can try to follow along with that Direct Determination Method,...

Hello to all Users,

I have following question:

The run off Volume calculation method : V=P*Rv*A/12 as given in the reference guide does it refer to Run off volume per month...

Hi everyone,

Does redirecting rainwater to bodies of water outside the project site count as low-impact development (...

Hello everyone,

I have managed to read trough the comments in the forum and from what i have read i understood that the calculation that indicates the amount of water to be managed on site...