According to 22.4.4.7 Friction Loss, The C-Factor used for black steel pipe is 120.
My question is: In case of using old pipe system Mains for water supply of sprinkler system, Is there in the code any requirement to find out by actual testing that the piping determined as adequate by the hydraulic calc procedure is indeed adequate? Thanks Dan Arbel Tel: 972-4-8243337 Fax: 972-4-8243278 M: 972-52-2810593 No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.5.516 / Virus Database: 269.20.4/1275 - Release Date: 12/02/2008 15:20 _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum To Unsubscribe, send an email to:[EMAIL PROTECTED] (Put the word unsubscribe in the subject field)
