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HomeMy WebLinkAboutF14-0047 hydraulics.pdfHydraulic Graph Report Description: ResidentialJob Number: CS2493 System Demand (Including Hose Allowance at Source) System Demand 76.781 @ 724.00 Residual: Pressure 150.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 129.983 @ 131.45 129.983 @ 231.45 Available Pressure at Time of Test141.121 @ 231.45 © M.E.P.CAD, Inc.9/8/2014 Page 2AutoSPRINK® VR10 v10.0.55.0 6:20:33PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2493Report Description: Residential • • • • • Route 1 • • • • • PfPe Pv BL 1.10 25.60 8.63 0.107426 50'-0" 5.908104 8'-6" 25.60 5.8 19.482 5'-0" 13 8'-6" 25.390 55'-0" 150 Sprinkler T(5'-0") PfPe Pv BL 1.39 25.60 5.38 0.034045 50'-0" 1.90713 8'-6" 25.390 6'-0" 12 8'-6" 27.297 56'-0" 150 T(6'-0") PfPe Pv BL 1.39 52.16 10.96 0.127027 175'-0" 24.516 12 8'-6" 26.56 27.297 18'-0" 11 8'-6" 51.813 193'-0" 150 Flow (q) from Route 2 cplg(1'-0"), 2E(8'-0"), Tr(1'-0") PfPe Pv BL 1.39 88.96 18.70 0.341041 25'-0" 11.254 11 8'-6" 51.813 8'-0" 10 8'-6" 63.067 33'-0" 150 E(8'-0") PfPe Pv BL 1.60 88.96 14.23 0.175367 50'-0" 10.171 10 8'-6" 63.067 8'-0" 9 8'-6" 73.238 58'-0" 150 T(8'-0") Pf Pe Pv FM 1.60 131.45 21.03 0.361109 50'-0" 21.305 9 8'-6" 73.238 9'-0" 8 8'-6" 94.544 59'-0" 150 E(9'-0") Pf Pe Pv FM 2.00 131.45 13.38 0.120191 50'-0" 7.332 8 8'-6" 94.544 11'-0" 6 8'-6" 101.875 61'-0" 150 E(11'-0") Pf Pe Pv FM 2.47 131.45 8.81 0.065579 113'-10" 8.710 6 8'-6" 101.875 19'-0" 5.993 4 -5'-4" 116.579 132'-10" 120 BV(7'-0"), 2E(6'-0") Pf Pe Pv FM 4.03 131.45 3.31 0.006062 3'-9" 0.059 4 -5'-4" 116.579 6'-0" 1.627 3 -9'-1" 118.265 9'-9" 120 LtE(6'-0") Pf Pe Pv FM 4.26 131.45 2.96 0.004604 11'-3" 15.661 3 -9'-1" 118.265 23'-8" 0.867 2 -11'-1" 134.793 34'-11" 120 BFP(-10.500), PRV(-5.000), BV(15'-10"), LtE(7'-11") Pf Pe Pv UG 4.22 131.45 3.02 0.003624 243'-7" 1.0042 -11'-1" 134.793 33'-5" -5.814 1 2'-4" 129.983 277'-0" 140 2E(16'-9"), S 231.45 100.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • PfPe Pv BL 1.10 26.56 8.95 0.115004 50'-0" 6.325103 8'-6" 26.56 5.8 20.971 5'-0" 12 8'-6" 27.297 55'-0" 150 Sprinkler T(5'-0") • • • • • Route 3 • • • • • Pf Pe Pv BL 1.10 36.80 12.40 0.210200 50'-0" 11.561 102 8'-6" 36.80 5.8 40.252 5'-0" 11 8'-6" 51.813 55'-0" 150 Sprinkler PO(5'-0") • • • • • Route 4 • • • • • Pf Pe Pv BL 1.10 42.49 14.32 0.274261 50'-0" 15.633101 0'-0" 42.49 5.8 53.664 7'-0" 5 0'-0" 69.297 57'-0" 150 Sprinkler E(7'-0") Pf Pe Pv BL 1.39 42.49 8.93 0.086918 50'-0" 5.0415 0'-0" 69.297 8'-0" -3.692 7 8'-6" 70.646 58'-0" 150 E(8'-0") PfPe Pv BL 1.60 42.49 6.80 0.044694 50'-0" 2.5927 8'-6" 70.646 8'-0" 9 8'-6" 73.238 58'-0" 150 T(8'-0") 1.51 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.9/8/2014 Page 4AutoSPRINK® VR10 v10.0.55.0 6:20:57PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2493Report Description: Residential Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve ZCap © M.E.P.CAD, Inc.9/8/2014 Page 5AutoSPRINK® VR10 v10.0.55.0 6:20:57PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: ResidentialJob Number: CS2493 Sprinkler 101 42.49 25.60 5.8 53.664 Sprinkler 102 36.80 25.60 5.8 40.252 Sprinkler 103 26.56 25.60 5.8 20.971 Sprinkler 104 25.60 25.60 5.8 19.482 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.9/8/2014 Page 3AutoSPRINK® VR10 v10.0.55.0 6:20:45PM Hydraulic Overview Job Number: CS2493Report Description: Residential Node Flow(gpm)Hose Flow(gpm)Static(psi)Residual(psi)Name 1 724.00 100.00 150.000 76.781Water Supply Identifier Pressure(psi)K-Factor(K)Flow(gpm) Job System Supplies Check Point Gauges CS2493 Zachary Clark Villa Cortina 125 22 W Meadow Dr Vail, CO 81657 CS2078-FP1-VillaCortina145 Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler System Pressure Demand Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated System Flow Demand Pressure Result Job Number 231.45 @ 129.983 Water Supply at Node 1 (724.00, 100.00, 150.000, 76.781) 0.100gpm/ft² 5.8 K-Factor 25.60 at 19.482 256ft² 129.983 446ft² (Actual 446ft²) 100.00 4 131.45 Density +11.138 (7.9%) Address 3 © M.E.P.CAD, Inc.9/8/2014 Page 1AutoSPRINK® VR10 v10.0.55.0 6:20:15PM