Text · page 330 of 351
Read the whole document on one page (all 351 pages, each with its own heading)
Maximum Demand Junction Table - Time: 0.00 hours Label Elevation Demand Hydraulic Grade Pressure (ft) (gpm) (ft) (psi) EX HYD 901.91 0 1,089.53 81 Flow Hydrant M16G41 903.50 0 1,089.53 80 J-2 904.54 0 1,089.53 80 J-3 903.24 0 1,089.53 81 J-4 904.50 42 1,082.55 77 Residual Hydrant M16G42 902.50 0 1,089.53 81 Pipe Table - Time: 0.00 hours Label Length (Scaled) Diameter Material Hazen-Williams Has User Defined Length (User (ft) (in) C Length? Defined) (ft) P-2 160 20.0 Concrete 100.0 True 758 P-3 277 20.0 Concrete 100.0 False 0 P-4 14 6.0 Ductile Iron 100.0 False 0 P-5 97 2.0 Copper 100.0 False 0 P-100 60 8.0 Ductile Iron 130.0 True 1,300 Reservoir Table - Time: 0.00 hours Label Elevation Flow (In net) Flow (Out net) Hydraulic Grade (ft) (gpm) (gpm) (ft) R-1 1,089.60 -42 42 1,089.60 WaterCAD WNY-2500056.00_WaterCAD Model.wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.03.01.08] 12/22/2025 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA Page 4 of 6 +1-203-755-1666