[Bldg-sim] Domestic Hot Water Profile for Indoor Soccer Facility

Jeremiah Crossett jcrossett at phasechange.com
Sat Feb 8 14:09:32 PST 2014


My experience is to develop a diversity schedule that seems reasonable,
then so long as you keep it the same for the proposed and the baseline it
would be fine. If there is a MEP on the project you should have a peak flow
rate, the peak should be dictated by MEP assumptions, while your schedule
should coincide with MEP WeP1 calculations, that are based on the building
basis of design from the architect and owner assumptions.   The section 1.4
tables provided by USGBC have a section that I found useful in making
assumptions, and also for documentation, see attached example.. For the
attached I used the LEED projects use WeP1 calculations done by MEP for
flow rates based on occupant male vs female. The baseline water use from
the calculation had larger flow rates, also energy savings are achieved by
lower flow rates from the water efficient low flow hot water shower heads
and faucets in the proposed.



* Jeremiah D. Crossett  | Senior Analyst  |  Phase Change Energy Solutions*
*120 E. Pritchard St.  | Asheboro, NC 27203   |
Mobile 503-688-8951www.phasechange.com <http://www.phasechange.com/>  *






On Sat, Feb 8, 2014 at 10:26 AM, Dónal O'Connor <oconnor_dj at hotmail.com>wrote:

> Hi all,
>
> I'm looking for some guidance on how to model the domestic hot water load
> for an indoor soccer facility for LEED. The facility is scheduled to be
> open 18 hours per day, every day, with a potential changeover of 120 people
> per hour (if each field has max occupancy and is rented out on an hourly
> basis). So, 120 people could potentially have a shower every hour, however,
> this is not realistic. I do not want to overestimate the energy savings and
> have the LEED reviewer find fault. Has anybody experience modelling a
> similar situation before?
>
> Thanks
>
> Dónal
>
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