5900 36TH AVE W C BRIDGE POINT 2025-04-22

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. • NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 820.2 6.357 PL 10.00 PF 0.2 111 33.5 0.0 36.9 0.0 8.3 120 FTG ---- PE 0.0 112 33.5 0.0 36.7 0.0 0.019 TL 10.00 PV Pipe: 25 791 .7 6.357 PL 10.00 PF 0.2 112 33.5 0.0 36.7 0.0 8.0 120 FTG ---- PE 0.0 113 33.5 0.0 36.5 0.0 0.018 TL 10.00 PV Pipe: 26 764 .9 6.357 PL 10.00 PF 0.2 113 33.5 0.0 36.5 0.0 7 .7 120 FTG ---- PE 1.7 114 29.5 0.0 38.1 0.0 0.017 TL 10.00 PV Pipe: 27 509.6 6.357 PL 10.00 PF 0.1 114 29.5 0.0 38.1 0.0 5.2 120 FTG ---- PE 0.0 115 29.5 0.0 38.0 0.0 0.008 TL 10.00 PV Pipe: 28 255.2 6.357 PL 10.00 PF 0.0 115 29.5 0.0 38.0 0.0 2 .6 120 FTG ---- PE 0.0 116 29.5 0.0 38.0 0.0 0.002 TL 10.00 PV Pipe: 29 104 .3 6.357 PL 10.00 PF 0.0 201 32.5 0.0 37.7 0.0 1.1 120 FTG ---- PE 0.0 202 32.5 0.0 37.7 0.0 0.000 TL 10.00 PV6 Pipe: 30 193.7 6.357 PL 10.00 PF 0.0 202 32.5 0.0 37.7 0.0 2.0 120 FTG ---- PE 0.0 203 32.5 0.0 37.7 0.0 0.001 TL 10.00 PV Pipe: 31 280.3 6.357 PL 10.00 PF 0.0 203 32.5 0.0 37.7 0.0 2.8 120 FTG ---- PE 0.0 204 32.5 0.0 37.6 0.0 0.003 TL 10.00 PV Pipe: 32 358.0 6.357 PL 10.00 PF 0.0 204 32.5 0.0 37. 6 0.0 3.6 120 FTG ---- PE 0.0 205 32.5 0.0 37. 6 0.0 0.004 TL ' 10.00 PV Pipe: 33 426. 9 6.357 PL 10.00 PF 0.1 205 32.5 0.0 37. 6 0.0 4 .3 120 FTG ---- PE 0.0 206 32.5 0.0 37.5 0.0 0.006 TL 10.00 PV Pipe: 34 487 .6 6.357 PL 10.00 PF 0.1 206 32.5 0.0 37.5 0.0 4 .9 120 FTG ---- PE 0.0 207 32.5 0.0 37.5 0.0 0.007 TL 10.00 PV Pipe: 35 540.8 6.357 PL 10.00 PF 0.1 207 32.5 0.0 37.5 0.0 5.5 120 FTG ---- PE 0.0 208 32.5 0.0 37.4 0.0 0.009 TL 10.00 PV