Hey Brad, This test was conducted by the water company and doesn't really sound right to us either but, because of the water situation in California, they will not perform a new test.
Paul B. Cetani Exec. Vice President Nor Cal Fire, Inc. 16840 Joleen Way, Bldg A Morgan Hill, CA 95037 T 408-776-1580 F 408-776-1590 [email protected] www.norcalfire.com CONFIDENTIALITY NOTICE: This message and any document accompanying it may contain confidential information belonging to the sender. The information is intended only for the use of individual or entity named above. If you are not the intended recipient, or the employee or agent responsible to deliver this message to the intended recipient, you are hereby notified that any disclosure, copying or taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error, please immediately notify us by telephone to arrange for return of the documents. -----Original Message----- From: Sprinklerforum [mailto:[email protected]] On Behalf Of Brad Casterline Sent: Friday, February 20, 2015 6:08 AM To: [email protected] Subject: RE: Hydraulic Calculations with two water sources Paul, I am curious about the hydrant #2 flow test: "The closest hydrant from this water source (hydrant #2) is 50 feet higher in elevation than hydrant #1. Hydrant #2 has a static of 128psi, residual of 8psi, and a flow of 265gpm." If you have time will you post any additional details you know about it please? thanks, Brad _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org
