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<br />. . - . .. -. '.' '.....,"...,,"--......~............ '._~- '-' -'. .', . --~-'--. - <br />,Pres~re / Flow Summary - STANDARD <br />COX FIRE PROTECTION INC. Page 5 <br />CHILI'S - 946 Date <br />Node Elevation K-Fact Pt Pn Flow Density Area Press <br />No, Actual Actual ReQ. <br />HD1 11.0 5.6 7.17 na 15.0 ,15 100 7.0 <br />HD2D 11.0 5.6 7.17 na 15,0 .15 100 7,0 <br />1 12.0 K = K @ DPl 12,17 na 15.0 <br />2 12.0 K = K @ DP2 12.82 na 15.25 <br />3 12.0 K = K @ DP2 15.01 na 16.5 <br />4 12.0 K = K @ DP2 16.41 na 17.26 <br />5 12.0 K = K @ DP2 17,17 na 17.65 <br />10 12.0 K = K @ DP1 12.29 na 15,07 <br />11 12,0 K = K @ DP2 12.94 na 15,33 <br />12 12.0 K = K @ DP2 15.15 na 16.58 <br />13 12,0 K = K @ DP2 16.56 na 17.34 <br />14 12.0 K = K @ DP2 17.34 na 17.74 <br />20 12,0 K = K @ DP1 14.57 na 16.41 <br />21 12.0 K = K @ DP2 15,33 na 16.68 <br />22 12.0 K = K @ DP2 17.92 na 18.03 <br />23 12.0 19.57 na <br />6 10.0 21.27 na <br />15 10.0 21.47 na <br />24 10,0 22.3 na <br />TOR 1,0 36.45 na <br />BOR 1.0 36.83 na <br />TEST 2.0 43,97 na 250.0 <br /> <br />The maximum velocity is 12.93 and it occurs in the pipe between nodes 14 and 15 <br /> <br />Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />