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HomeMy WebLinkAboutHYDRAULIC OVERVIEW—�ruvIVGLJ BY c St. � Report Description:Sill Ordinary Group II - - - --, JOENumW S111%15 Deelpn Enyneet Ryan Lee Joe Name ptA^e M ST. LUCIE COUNTY FAIRGROUNDS M&as.1 SRtaCeMoAjcenae orator SMALL ANIMAL EXHIBIT 21113900011993 Addre..3 pHJ FORT PIERCE, FLORIDA ST. LUCIE COUNTY FIRE Adtlreaa8 Jo>9taoaWdny 32945 REMOTE AREA NO.1 0.200gpm/ft' gmdAbWaaf.b 1500.00ft' (Actual 983.21ft2) Most DemansInp Spnnge, Data Hose 54eame 5.6 K-Factor 24.38 at 18.946 250.00 Cwempe Per sooke 121.88ft' Mon. W SgNgeae"aabted 9 Srylam Ross.. Demand Syztem Pmvoemand 72.096 261.40 r.tm Demand P,.a,. Re..n 511.40 @ 72.096 +45.428 (38.7%) Supplies �..._� _._...__. _.. _ .. w......._.�w_ _•_......_.. __.." �.,,_."�....._ Check PomRGauges" Node Name ow Hose Flowfooml StatlC(DS1 ResldllalfpSi) Identifier Pressure(osil K-Factor(K) o m 17 Water Supply 1289.00 250.00 130.000 61.000 BOR 68.400 31.61 261.40 w\ OF 441 NP•,\�e,\\\ Fiie.S imkler;P.,i-ing.P,lant_._�.. - � � �.. Wate�,'Su"I'. at.Node.1T 128900„ 250.00,130.000;,61:000 ��,__""� ' •..�..-. `• .-� _-. 135 tatic Pressure 130.000 120 105 .y 90 n 75E472 @ 61.000 N 2 IL 60.00 ` 5 30 15 0 2250 2500 • 2n5olo001250 1500 1750 2000 Water Clow, gpm f ,©M.E.P.CAD, Inc. AutoSPRINK®VRtt v11.0.39.0 5/19/2015 1:59:08PM Page i Job Number: S111C15 Report Description: Ordinary Group II Water Supply at mode 17 ,50 -7 135 Static Pressure 130.000 120 105 Ni 90 1 .y d N 75 m 261.40 @ 72.096 w 511.40 with hose streams a 60 1289.00 @ 61.000 45 System demand curve 30 15 0 0 50 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Hym.wl.GreFtle Water Supply at Node 17 9atic Pt.. 130.000 R.N-w P—um TM Cteduaetl By TesIWNn¢tlBy 61.000 @ 1289.00 METRO FIRE SPRINKLERS LIFESAFETY-JAMES EBENHACK Me' No Pressma at Tre.dTesl Cale at Test 9..nl Tot 117.524 @ 511.40 5-12-15 10:00AM Steve. Bemand 72.096 @ 264.40 Sy =Doonend((ndudn6HweMwnnmat Sow.) 72.096 @ 511.40 & @ M.E.P.CAD, Inc. ffl AutoSPRINK@ VR11 v11.0.39.0 5/19/2015 1:69:13PM Page 3 a��� Hydraulic Graph Job Number;S111C15 Report Description: Ordinary Group II BOR 150 135 Static Pressure 130.000 120 105 90 b 6 75 y 261.40 @ 9.400 S11.40 with hose streams 60 1289.00 @ 61.000 45 ystem demand curve 30 15 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Hydmullc Gmph BOR Slam Prasma WA Residual: Presaum N/A AeeoeuaPmssmeetrmecrresl N/A System Demand 68.400 @ 264.40 System Demand(IndmInB HoeeMmeanae at Sour¢) 68.400 @ N/A & C M.E.P.CAD, Inc. �j AutoSPRiNKO VR11 v11.0.39.0 5/19/2015 1:59:13PM Page �-lydraultc Graph '_ Nu: SGrou 15 Report Descriptob BOR 1so 135 StaBo Pressure 130.000 120 105 90 N 6 75 N 261.40 @ 68.400 511.40 with hose streams 60 1289.00 @ 61.000 45 System demand curve 30 15 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water Flow, gpm HytlnWCGrepli BOR stay. Prmmc N/A PaIMY.Preaaure N/A AMaua PrmumaMmemTmt N/A s,iam Demo, 68.400 @ 264.40 Pydam oemana pndudagHweMo me aisome7 68.400 @ N/A & © M.E.P.CAD, Inc. n9 AutoSPRINK® VR11 vl 1.0.39.0 6/19/2015 1:59:13PM Page 5 111 Analyses: Hydraulec -.. -. _ _ - '. Job Number: S111C15 Report Description: Ordinary Group 11 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream ..... Route I. • Total Length BL 1.0490 24.38 9.05 120 0.187639 8'-4'/z Pf 1.572 101 13'-6 24.38 5.6 102 12'-10% 18.946 Sprinkler Pe 0.278 BL 1.0490 49.91 18.53 20.796 120 0.706590 8'-4Y 9'-9'/. Pv Pf 6.910 Pe 0.325 102 12'-10% 25.54 5.6 20.796 Sprinkler 103 12'-1'/s 28.031 9'-9% Pv BL 1.3800 79.56 17.07 120 0.440294 9'-9, Pf 4.306 103 12'-1 Y. 29.65 5.6 28.031 Sprinkler Pe 0.325 104 1 V-4% 32.661 BL 1.3800 111.57 23.93 120 0.822949 1'-7Ya 3'-0 Pf 3.802 Pe 0.054 104 11'-4Y. 32.00 5.6 32.661 Sprinkler, 1 1V-2% 36.517 E(3'-0) 4'-7'h Pv RN 1.3800 111.57 23.93 120 0.822949 1'-6 6'-0 Pf 6.168 Pe 0.646 1 /. 36.517 2 9�-9 91-9 43.332 mecT(6'-O) 7'-6 Pv CM 2.6350 111.57 6.56 120 0.035268 12'-6 1 Pf 0.441 Pe 2 9'-9 43.332 3 9'-9 43.773 12'-6 Pv CM 2.6350 223.73 13.16 120 0.127774 12'-6 Pf 1.597 Pe 3 91-9 112.16 43.773 Flow (q) from Route 2 4 9'-9 45.370 12'-6 Pv CM 2.6350 223.73 13.16 120 0.127774 12'-8 Pf 1.597 Pe 4 9'-9 45.370 5 9'-9 46.967 12'-6 Pv CM 2.6350 223.73 13.16 120 0.127774 12'-6 Pf 1.597 Pe 5 9'-9 46.967 6 9'-9 48.564 12'-6 Pv CM 2.6350 223.73 33.16 120 0.127774 12'-6 Pf 1.597 Pe 6 9'-9 48.564 7 9'-9 50.161 12'-6 Pv CM 2.6350 223.73 13.16 120 0.127774 12'-6 Pf 1.597 Pe 7 9'-9 50.161 8 9'-9 51.759 12'-6 Pv CM 2.6350 223.73 13.16 120 0.127774 12'-6 Pf 1.597 Pe 8 9'-9 51.759 9 9'-9 53.356 12'-6 Pv CM 2.6350 223.73 13.16 120 0.127774 10'-6 Pf 1.342 Pe 9 91-9 53.356 10 9'-9 54.697 10'-6 Pv CM 2.6350 223.73 13.16 120 0.127774 2'-0 16'-5'/a Pf 2.361 Pe 10 9'-9 54.697 11 9'-9 57.058 T(16'-5'/,) 18'-5'/. Pv CM 2.6350 261.40 15.38 120 0.170399 1'-10'/< 5'-6 Pf 1.251 Pe 0.062 11 9'-9 37.67 57.058 Flow (q) from Raute 3 12 9'-7% 58.371 LtE(5'-6) T-4 Pv FIR2.6350 261.40 15.38 120 0.170399 7'-6'/ 28'-10 Pf 6.196 Pe 3.539 12 9'-7Y. 58.371 13 1'-5Y. 68.108 f, BV(9'-7'/a), CV(19'-2'/a) 36'-4'/z Pv FIR 2.4690 261.40 17.52 120 0.233932 0'S'/. Pf 0.102 13 1'-5Y. 14 1'-0 68.108 Pe 0.102 90 68.400 2BOR 0'-5% Pv UG 4.2200 261.40 6.00EE.012928 4'-0 Pf 0.181 14 1'-0 15 1 M% Pe 1.734 -3'-0 E(10'-0%) 94'-0/ Pv CM 4.2300 261.40 5.97.011249 128'-11%. 26'-10'/. Pf 1.753 Pe 15 -3'-0 16 -3'-0 tE(1 V-6Y..), GV(3'-10) 155'-10 Pv DY 7.7100 261.40 1.80000605 0'-0 44'-8 Pf 0.027 Pe 16 -3'-0 17 -3'-0 , T(44'-8) 44'-8 Pv 250.00 oseAllowance At ource 17 511.40 a••••• Route 2..... BL 1.0490 24.51 9.10 120 0.189575 8'-4Y 1 Pf 1.588 105 13'-6 24.51 5.6 19.157 Sprinkler Pe 0.278 106 12'-10Y.. 21.024 8'-4% Pv BL 106 1.0490 12-10Y.. 50.19 18.63 139 0.713808 9'-9% Pf 6.980 107 12'-1 %. 25.68 5.6 21.024 Sprinkler Pe 0.325 28.329 9'-9'/s Pv �y© M.E.P.CAD, Inc. ?jj AutoSPRINK®VR11 v11 n.3nn �� i.aa.wrm rages INHyCtl'raulfc AnB�ySIS �- llll - _ Job Number: S111C15 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream BL 1.3800 79.99 17.16 120 0.444729 Length Total Length 108 1V-1'/, 29.81 5.6 28.329 Sprinkler Pf 4.349 Pe 0.325 108 11'-4'/a 33.003 9'-9%s Pv BL 1.3800 112.16 24.06 120 0.831144 1'-7% 108 11'-4%, 32.17 5.6 Pf 3.840 33.003 Sprinkler, 3'-0 Pe 0.054 18 11'-2'% 36.896 E(3'-0) 4'-7% Pv RN 1.3800 112.16 44.06 120 0.831144 1'-6 18 1 V-2'/, 36.896 Pf 6.230 6'-0 Pe 0.646 3 9�-9 43.773 mecT(6'-0) 7'-6 Pv ®••••• Route 3 ..... SL 1.0490 37.67 13.98 120 0.419814 19'-6% 1 Pf 8.211 Pe 0.651 109 12'=10Y.. 37.67 5.6 45.248 Sprinkler 110 1 V-4%" 54.110 19'-6'/. Pv BL 1.3800 37A 8.08 120 0.110413 1'-7Yz T-0 3'-0 Pf 0.510 Pe 0.054 110 1 V-4% 5.6 54.110 19 1V-2'% 54.674 E(3' -O) 4' Pv RN 1.3800 37.67 8.08 120 0.110413 1'-6 6'-0 Pf 0.828 Pe 0.646 19 11'-2'/. 54.674 20 9'-9 56.148 mecT(6'-0) T-6 Pv CM 2.6350 37.67 2.22 120 0.004732 12'-6 Pf 0.059 Pe 20 9'-9 56.148 21 9'-9 56.207 12'-6 Pv CM 2.6350 37.67 2.22 120 0.004732 12'-6 Pf 0.059 Pe 21 9'-9 56.207 22 9'-9 56.266 12'-6 Pv CM 2.6350 37.67 2.22 120 0.004732 12'-6 Pf 0.059 22 9'-9 56.266 Pe 23 9'-9 56.325 12'-6 Pv, CM 2.6350 37.67 2.22 120 0.004732 12'-6 Pf 0.059 Pe 0.000 23 91-9 56.325 24' 9'-9 56.384 12'-6 Pv CM 2.6350 37.67 2.22 120 0.004732 12'-6 Pf 0.059 Pe 24 9'-9 56.384 25 9'-9 56.443 12'-6 Pv CM 2.6350 37.67 2.22 120 0.004732 12'-6 Pf 0.059 Pe 25 9'-9 56.443 26 9'-9 56.503 12'-6 Pv CM 2.6350 37.67 2.22 120 0.004732 12'-6 Pf 0.059 Pe 26 9'-9 56.503 27 9'-9 56.562 12'-6 Pv CM 2.6350 31.67 2.22 120 0.004732 10'-6 Pf 0.050 Pe 27 9'-9 56.562 28 9'-9 56.611 10'-6 Pv CM 2.6350 37.67 2.22 120 0.004732 61'-41/. 32'-11'/: Pf 0.446 Pe 0.000 28 91-9 56.611 11 9'-9 57.058 T(16',5%), 4EE(4'-1'/:) 94'-4 Pv Equivalent Pipe'L_engtlisof=Valves and. Fittings (C 120!only)p CValue Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ` Schedule 40 Steel Pipe Inside Diameter ) Fa tor Multiplying Factor 0.713 1.16 1.33 1.51 y© M.@.P.CAD, Inc. -�flAutoSPRINKO VR11 v110.39.0 larrvi rages Hydraulic Analysts Job Number: S111 C15 Report Description: Ordinary Group II AO Arm -Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi/Foot MS Miscellaneous HWC Hazen -Williams Constant OR RN Outrigger Riser Nipple Pt Total pressure at a point in a pipe SP Sprig Pn Normal pressure at a point in a pipe ST Stand Pipe Pf Pressure loss due to friction between points UG Underground Pe Pressure due to elevation difference between indicated Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11Y4* Elbow Eel 22%* Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(fM) Elbow fEE 45° FlreLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee 9 Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle PI 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 Z Cap © M.EY.CAD, Inc. ;f AutoSPRIWQD VRl l v11.0.39.0 5/19/2015 1:59:18PM Page 9 inv� Sle nuwormiivmw vKl 7 v77.0.39.0 5/19/2015 1:59:21PM Page 10