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Two options, but three choices
The intent of this credit is to reduce the amount of potable waterPotable water meets or exceeds EPA's drinking water quality standards and is approved for human consumption by the state or local authorities having jurisdiction; it may be supplied from wells or municipal water systems. used for flush fixtures and to minimize the amount of wastewater conveyed to the municipal system. For credit compliance, you have two options:
Option 1: Reduce the quantity of potable water used for flush fixtures (water closet and urinals only) by 50%. You have two ways to make this reduction:
- use low-flow fixtures; ...
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5 Comments
Sample Calculations
I am finding it hard to locate a 1.0 or a dual flush 1.6/.8 toilet and flushometerA device that utilizes pressure from the water supply system, rather than the force of gravity, to discharge water into the bowl of a toilet or urinal. It is designed to use less water than conventional flush toilets.. Where did the data come from in the sample calculations? Lyn
Check the GreenSpec products list in the sidebar to the right. I think that's where we found it.
Rainwater Volume Calculation
We are desiging a building with both a green roof and a rainwater harvest system. In the past we have used 75% collection efficiency for Equation 4 (Rainwater Volume) when the roof was metal. Obviously, the green roof will be absorbing more of the rainwater but I am wondering how much it would impact the percentage of efficiency. Does anyone know what percentage I should use for my calculation?
Thank you!
There is so much variation in green roof design—I doubt that a single reference figure would necessarily have any relevance. Climate and storm frequency is also highly relevant—if the growing medium is saturated by one storm, how quickly does the next storm come along? It might have 100% runoff if it comes quickly.
I would consult with your landscape architect.
Learning from our experience, I suggest you simply calculate the rain water harvesting potential using the run-off co-efficient of 0.3 (30%) to 0.1(10%) depending on the thickness of the green roof. So the final calculation will be area (mts) * Avg annual rainfall (mm) * co-efficient for surface run off.
While Tristan has made a valid point above you will find that there are some mild rainy days where the run off is zero and there are some days where the storm is continuous hence the run off can be up to 95% . So looking at rain water harvesting potential annually the values I have provided above are reasonably accurate as it balances out by the end of the year. This has been tested by us here in India.
Green Roof 100 mm - 200 mm = 0.30 run off co-efficient
Green Roof >= 500 mm = 0.10 run off co-efficient
Hope this helps.
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