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---------------------------- <br /> 8 �� <br /> Job Number:2106019 <br /> Report Description:Light Hazard(Zone 3.02) <br /> Pipe Type Diameter Flow Velocity <br /> HWC Friction Loss <br /> .......................... Length Pressure <br /> Downstream Elevation Discharge K-Factor Pt Pin Fittings Eq.Length Summary <br /> Upstream <br /> .Total Length <br /> BL 1.6820 16 83 <br /> . ....... 120 <br /> ........0,009491 <br /> 109'-3 Pf 1.037 <br /> 320 16-8 26.015 <br /> �Pe <br /> 321 27.051 109'-3:Pv <br /> li&*****Route 12..... <br /> 1.6820 <br /> 23.29 3.36 120 0.017298. .. ................ I.. ........................................................................................ ................................. 219'-11 Pf 5.003 <br /> 317 151-8 79.49 25.762 PO(9'-1 1),Flow(q)from Route j 69'-3% Pe -0.000 <br /> 323 151-8 30.765 15 289'-21/2 Pv <br /> 10E(4-411/2),PO(9'.11) <br /> 90......Route 13..... <br /> BL... 1.6820 24.43 3.53 <br /> ....... ....... _1.20 ...................... 0.018910 202'-4 Pf 4.762 <br /> 326 151-8 25.912 PO(91-11) 49'-6 Pe <br /> 319 X674 6E(4'-111/2),PO(9'-11) 261'-10 Pv <br /> Go-----Route 14..... <br /> 2.6350 10Z34 6.02 120 0.030066- ........................................................ ------ .......... 33'-31/--;Pf 1.497 <br /> 329 16-3 121,78 16.944 Flow(q)from Route 1 161-51/2 Pe <br /> 311 16'-3 18.440 P 0(16 5,/2) 49'-91/2.PV <br /> Route 15..... <br /> 79.49 4. 120 <br /> .68 <br /> ............ 0.0 8839 12'4:Pf 0.436 <br /> 305 16-3 22.85 26.074 Flow(q)from Route 9 10'-9Y2 Pe 0.253 <br /> 317 25.762 2fE(4'-34/2),fEE(Z-21/2) 23'-1 1/2 i Pv <br /> Route 16 <br /> CM 2.6350............ 14.94 ......... 0.88 1.2 ....... . ......................... G.000a5 5 <br /> 7-7%.Pf 0.035.....................................................320 151-8 <br /> 26.015 PO(16'-51/2) 32'-11'/2*Pe <br /> 324 151-8 26.049 PO(16'-5Y2) 40'-7.Pv <br /> BL 1.6820 14.94 2.16 120 -101/ <br /> ......... ......... ............ ..........0.007608 <br /> 116' 2'Pf 1.002 <br /> 324 15'-8 26.049 <br /> 14!-10:Pe <br /> 321 15'-8 27.051 T(9'-11) 131'-8/2'Pv <br /> 'a**...Route 17..... <br /> BL 1,6820 38.83 <br /> 5.61 120 0.044555 8T-4 Pf 4.552 <br /> .................... .............. ...................... <br /> 325 16.-3 23.804 <br /> 14'-10 Pe 0.253 <br /> 316 15-8 28.609 E(4'-111/2),PO(9'-11) 102'-2 Pv <br /> Go*....Route 18- <br /> BL 1.6820 72,14 10.42 120 0,140137 4�Pf <br /> .................. ................................ 12' 3.116 <br /> 313 16 3 49.63 20.689 Flow(q)from Route 1 9'-11:Pe <br /> 325 16-3 23.804 PO(9'-11) 22'-3 Pv <br /> BL 1.6820 $3.31 4.81 120 0.033549 99'-8 Pf 4.505 <br /> ............ <br /> 325 16-3 23.804 PO(9--11) 34!-8 Pe 0.253 <br /> 315 28.563 2PO(9'-11),E(4'-11Y.) 134'-31/2 Pv <br /> .....Route 19..... <br /> BL 1.682.0.. ........ 6 <br /> ..... .4 120 0.057066 54'-61/, Pf 4.242 <br /> . ..... <br /> 310 16-3 19.678 PO(9'-11) 19'-91/, Pe <br /> 304 16'3 23,920 PO(91-11) 74'-4 Pv <br /> ............................ <br /> Actual Inside Diameter 4.87 Value Of C 100 130 140 150 <br /> Schedule 40 Steel Pipe Inside Diameter Factor Multiplying Factor 0.713 1.16 1.33 1,51 <br /> . ............................................. <br /> LM,0 M.E,P.CAD,Inc. '-@AutoSPRINK 2019 05.1.23.0 10/25/2021 7:29.23AM Page 6 <br />.................... . <br />