Loading...
HomeMy WebLinkAboutF13-0025 calcs # � �IB�, Hydraulic averview Joka fVuanber:C51997 • Re ort[7escri t�on:Residential Jot� .,,,, .. ., ���,,,�., C51987 i..x;r;:���;., ' rr..., �rnx Ri�erhause#4 Remodel :.il�b�r...1 Slalu CMif�mlirnt i�vxi SMntl� 83 Wilfow PI :.ns.:,:.z- w-„ Vail,CO 81658 :,u,,,�„_ �x,...,��:.�r�,�,.��„ System U�rivry ....::i[�I:pp.[iii�r. U.1QOgpm,`ft2 90C�ft2(Actual 361ft�} �.�:,,���:�,:a�,,:�,�•;�,��,�.�.:.��., ���r:.,�,�����,: 4.9 K-Factcar 25.fi0 at 27.295 104.00 Cir:<r:..:}�Fix Sryixiklia famtlar CN Spxiklax C�ix�aJ�rii�xs 394fi' A s-,;iF�,i,c,wieub., s.yen.rr�vuemerv, 92.738 I 107.22 _,�n Lu�:�r;ir.; Iry�a:{urnFi�,.i�_ ���zo�.za�sa.�ss +3Q.095(24.5°Io� Supplies Cheek Point Gauges Node Name Flowlaoml Hase Flow{aoml Static[osiY Residuail�ai] Identifee Pressure4osil K-FactorlKl Flov.�[aoml 1 WaterSupply 1360.0� 1(]0.�0 723.�}00 �18.000 `['l�k}iri�e�1[ ( ,���}.:.14..c..f,.I. �t��i;sl:.f'Sl�+T3�d��'�lf'Z f�fO�C�.Tli�ll l�i�. tiICET Level ll1 It��eistr��i�,rt#1(}?4;, 5�anrill�r Syr�ten�La�nl�t � ;�i��llilll .. . � . __ '�. /: �. � �S1997-ftiverhouse#4.cad Water Supply at lVode 1{'f 300.Q0,160.�}0,h23.dQ0,118.40�) 150 135 5tatie Pressura 123.QR0 12� 1300.0�� 118.000 '�� 105 • � 167,22�92.738 � � 96 i i i i ' �n 207.22 with hose streams i a a a �' 75 �� � � � � BO . �-�---- --�--------- 5ystem demand curve r�=�l'-- - 45 � • 3f1 : r 15 Q �y��y Z5D-�5010001256 150D 175� 2D00 2250 z�aa Water flow,gpm ��, C�}M.E.P.CAO,Inc. �;��RutoSPftIN1(�]VR1 C7 v10.0.55.0 7129/2013 3:3826PM Page 1 '���� Hydraulic Graph Job Number.CS1997 Re ort Descri tion:Residential Water Supply at Node 1 150 135 Static Pressure 123.000 120 1300.00 @ 118.000 105 107.22 @ 92.738 i i gp 207.22 with hose streams .N Q � 75 a a � a 60 S stem demand curve 45 30 15 0 �50 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hytlraul'ic Graph Water Supply at Node 1 Sta�ic:Pressu�e 123.000 Residual:Pressure 118.000 @ 1300.00 Available Pressure a�Time of Tesl 122.833 @ 207.22 svs�em oema�d 92.738 @ 107.22 sys�em oame�d P�a�al�e nose nuowa��e ai so�r�e� 92.738 @ 207.22 ,ML,O M.E.P.CAD,Inc. �,��AutoSPRINKO VR10 v10.0.55.0 7/29/2013 3:39:45PM Page 2 ���� Summary Of Outflowing Devices Job Number.CS1997 # Report Description:Residential Actual Flow Minimum Flow K-Factor Pressure Device m m K si Sprinkler 101 26.59 25.60 4.9 29.457 � Sprinkler 102 25.60 25.60 4.9 27.295 II Sprinkler 105 26.58 25.60 4.9 29.429 Sprinkler 109 28.44 25.60 4.9 33.692 � Most Demanding Sprinkler Data ,Liy�, �O M.E.P.CAD,Inc. +,�,�AutoSPRINKO VR10 v10.0.55.0 7/29/2013 3:39:51 PM Page 3 ���� Hydraulic Analysis Job Number.CS1997 Report Description:Residential _Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th �•••••Routel••••• BL 1.05 25.60 9.40 150 0.132243 12'-11'/�' Pf 2.245 102 8'-0" 25.60 4.9 27.295 Sprinkler 4'-0" Pe 2 8'-0" 29.540 E(2'-0"),PO(2'-0") 16'-11'/i' Pv BL 1.29 52.19 12.79 150 0.184826 9'-6" Pf 1.941 2 8'-0" 26.59 29.540 Flow(q)from Route 3 1'-0" Pe 6 8'-0" 31.481 Tr(1'-0") 10'-6" Pv BL 1.29 78.78 19.31 150 0.395811 5'-9" Pf 3.471 6 8'-0" 26.58 31.481 Flow(q)from Route 2 3'-0" Pe 10 8'-0" 34.951 3Tr(1'-0") $'-g" p� BL 1.29 107.22 26.28 150 0.700092 22'-11'/z' Pf 20.985 10 8'-0" 28.44 34.951 Flow(q)from Route 4 7'-0" Pe 15 8'-0" 55.937 2Tr(1'-0"),E(2'-0"),T(3'-0") 29'-11'/z' Pv BL 1.53 107.22 18.78 150 0.309079 22'-8" Pf 9.170 15 8'-0" 55.937 7'-0" Pe 20 8'-0" 65.107 cplg(1'-0"),T(3'-6"),E(2'-6") 29'-8" Pv BL 2.07 107.22 10.25 120 0.106891 20'-7" Pf 3.804 _._. . _ _. 20 8'-0" 65.107 15'-0" Pe 6.069 26 -6'-0" 74.980 E(5'-0"),T(10'-0") 35'-7" Pv ST 4.03 107.22 2.70 120 0.004158 10'-5" Pf 20.533 26 -6'-0" 74.980 10'-0" Pe 23 -6'-0" 95.514 BFP(-12.448),PRV(-8.000), 20'-5" Pv E 10'-0" ST 4.28 107.22 2.39 140 0.002321 280'-0" Pf 0.691 23 -6'-0" 95.514 17'-11" Pe -3.467 1 2'-0" 92.738 E(17'-11"),S 297'-11" Pv 100.00 Hose Allowance At Source 1 207.22 g•••••Route2••••• BL 1.05 26.58 9.76 150 0.141777 12'-5'/z" Pf 2.052 105 8'-0" 26.58 4.9 29.429 Sprinkler 2'-0" Pe 6 8'-0" 31.481 PO(2'-0") 14'-5'/z' Pv g•••••Route3••••• BL 1.29 26.59 6.52 150 0.053091 0'-6'/z" Pf 0.083 101 8'-0" 26.59 4.9 29.457 Sprinkler 1'-0" Pe 2 8'-0" 29.540 Tr(1'-0") 1'-6'/z" Pv g•••••Route4••••• BL 1.05 28.44 10.44 150 0.160679 5'-10" Pf 1.259 109 8'-0" 28.44 4.9 33.692 Sprinkler 2'-0" Pe 10 8'-0" 34.951 PO(2'-0") 7'-10" Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4'87 Value Of C 100 130 140 150 � Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 �, �O M.E.P.CAD,Inc. ��;��AutoSPRINKO VR10 v10.0.55.0 7/29/2013 3:39:57PM Page 4 ���� Hydraulic Analysis Job Number.CS1997 Report Description:Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe E 90°Elbow Pe Pressure due to elevation difference between indicated points UG Underground pv Velocity pressure at a point in a pipe EE 45°Elbow Ee1 11Ya Elbow Ee2 22'/z°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 GIoV 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 Z Cap �, �O M.E.P.CAD,Inc. ��;��AutoSPRINKO VR10 v10.0.55.0 7/29/2013 3:39:57PM Page 5