Open GoogleCodeExporter opened 9 years ago
Supriya, we are confused. Is teh design infiltration rate to be included in
the ZoneInfiltration:DesignFlowRate object 0.4 cfm/ft2, or are you expecting
this to be adjusted in some way. We don't understand how the ratio S/AEW is
supposed to be used.
Original comment by rhedr...@archenergy.com
on 22 Sep 2014 at 5:20
We read through Section C3.5.5.3 and the formula is clear now. It seems odd
that the value of "S" is dependent on below grade surfaces, but the ruleset has
been updated to reflect this section.
Original comment by ncz...@archenergy.com
on 22 Sep 2014 at 6:33
ok, good to know that it's clear now.
I agree that it is odd, both 90.1 2013 App C and App G use this formula. I will
ask Mike for any analysis that substantiated this change and get back to you if
I can find anything
Original comment by supriya....@pnnl.gov
on 23 Sep 2014 at 1:17
It seems wrong to include the below ground surface area in the conversion from
area of the envelope to exterior wall area. Two otherwise identical buildings
with disparate underground surface areas will have different infiltration
rates.
Original comment by rhedr...@archenergy.com
on 23 Sep 2014 at 1:26
Roger-
Mike clarified the approach-
The 0.4 cfm/sqft is based on measured results from buildings tested according
to the ASTM Standard and that standard reports the leakage as a function of the
entire pressure boundary of the building including below grade walls and slabs.
That is why the conversions are necessary, since the simulation software
reports it in terms of exterior surfaces.
Yes, I agree that 2 identical buildings with different below grade wall areas
will ahve different infiltration rates.
If you see 90.1 2013 App G section G3.1.1.4, I75 is supposed to be based on
user input- i.e. it requires measures infiltration airflow.
We followed a simplified approach of fixing this to 0.4 CFM/sq.ft. The right
interpretation of 90.1 would be to allow user input else use C3.5.5.3 and
default to 0.4 cfm/sq.ft.
Does this approach sound right?
Original comment by supriya....@pnnl.gov
on 23 Sep 2014 at 2:28
The adjustment of S/AEW makes sense when you are starting with an actual
measurement for I75. When you fix I75 at 0.4, though, I think it would make
more sense to use the total above ground envelope area instead of S. However,
for 99.9% of buildings the impact will be small, so the current formula is fine
to retain.
Original comment by rhedr...@archenergy.com
on 23 Sep 2014 at 3:42
Original comment by rhedr...@archenergy.com
on 23 Sep 2014 at 3:43
Original issue reported on code.google.com by
supriya....@pnnl.gov
on 4 Sep 2014 at 7:35