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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 <br /> DATE: 7/11/2024\4 CALCULATIONS\HYDRAULIC CALC'S\ACHILLES EX MEZZ CALC.SDF <br /> JOB TITLE: Achilles <br /> Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) <br /> Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) <br /> To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) <br /> Pipe: 13 11.20 38.3 Disch 23.00 120 12.6 <br /> 13 9.9 24.2 0.0 1.000 E: 2.0 7.00 -0.4 <br /> S13 9.0 11.7 38.3 1.049 T: 5.0 30.00 0.432 13.0 <br /> Pipe: 14 11.20 29.6 Disch 24.50 120 8.1 <br /> 14 9.9 15.1 0.0 1.000 E: 2.0 7.00 -0.4 <br /> S14 9.0 7.0 29.6 1.049 T: 5.0 31.50 0.269 8.5 <br /> Pipe: 15 11.20 31.4 Disch 21.00 120 7.4 <br /> 15 9.9 15.2 0.0 1.000 1: 5.0 5.00 -0.4 <br /> S15 9.0 7.8 31.4 1.049 26.00 0.299 7.8 <br /> Pipe: 16 11.20 32.4 Disch 21.00 120 7.8 <br /> 16 9.9 16.2 0.0 1.000 T: 5.0 5.00 -0.4 <br /> S16 9.0 8.4 32.4 1.049 26.00 0.317 8.2 <br /> Pipe: 17 11.20 33.5 Disch 22.00 120 9.4 <br /> 17 9.9 18.3 0.0 1.000 E: 2.0 7.00 -0.4 <br /> S17 9.0 8.9 33.5 1.049 T: 5.0 29.00 0.338 9.8 <br /> Pipe: 18 11.20 44.2 Disch 1.00 120 6.9 <br /> 18 9.9 22.5 0.0 1.000 E: 2.0 12.00 -0.4 <br /> S18 9.0 15.6 44.2 1.049 2T:10.0 13.00 0.564 7.3 <br /> Pipe: 20 11.20 46.4 Disch 1.00 120 5.8 <br /> 19 9.9 22.9 0.0 1.000 2E: 4.0 9.00 -0.4 <br /> S19 9.0 17.1 46.4 1.049 T: 5.0 10.00 0.616 6.2 <br /> Pipe: 21 11.20 30.1 Disch 23.00 120 7.9 <br /> 20 9.9 15.2 0.0 1.000 E: 2.0 7.00 -0.4 <br /> S20 9.0 7.2 30.1 1.049 T: 5.0 30.00 0.278 8.3 <br /> Pipe: 22 11.20 31.5 Disch 21.00 120 7.4 <br /> 21 9.9 15.3 0.0 1.000 T: 5.0 5.00 -0.4 <br /> S21 9.0 7.9 31.5 1.049 26.00 0.301 7.8 <br /> Pipe: 23 11.20 32.5 Disch 21.00 120 7.9 <br /> 22 9.9 16.3 0.0 1.000 T: 5.0 5.00 -0.4 <br /> S22 9.0 8.4 32.5 1.049 26.00 0.319 8.3 <br /> Pipe: 24 11.20 33.6 Disch 22.00 120 9.5 <br /> 23 9.9 18.5 0.0 1.000 E: 2.0 7.00 -0.4 <br /> S23 9.0 9.0 33.6 1.049 T: 5.0 29.00 0.341 9.9 <br /> Pipe: 25 11.20 44.0 Disch 1.00 120 6.9 <br /> 24 9.9 22.4 0.0 1.000 E: 2.0 12.00 -0.4 <br /> S24 9.0 15.5 44.0 1.049 2T:10.0 13.00 0.561 7.3 <br />