The way I have handled this if the system demand is more than the main drain 
can handle is to provide a valved discharge,onto a paved area or splash 
block,calculated to a size to give an equivilent flow to the system 
demand.Sounds like a pain but I haven't found any other way.

Lamar Vaughn,SET


---- Richard Carr <[email protected]> wrote: 
> HOSE VALVES.
> 
> Richard Carr, SET
> Design Manager
> Associated Sprinkler Co., LLC
> 336.373.3901 ext 217
> [email protected]
> 
> 
> 
> -----Original Message-----
> From: [email protected] 
> [mailto:[email protected]] On Behalf Of 
> [email protected]
> Sent: Monday, July 26, 2010 8:32 AM
> To: [email protected]; [email protected]
> Subject: Test connection for forward flow testing of backflow
> 
> Just trying to get a consensus,
> 
> Got a backflow in a building at the riser location, what is the preferred 
> type of connection at the wall which would allow for forward flow testing?
> 
> Craig L. Prahl, CET   
> Fire Protection Specialist
> Mechanical Department
> CH2MHILL
> Lockwood Greene
> 1500 International Drive
> Spartanburg, SCĀ  29304-0491
> Direct - 864.599.4102
> Fax - 864.599.8439
> [email protected]
> http://www.ch2m.com 
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