Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report
STS?,.._c3j — 633k-/ / SI-L/ CS�� • •S. •• •• • • •• • ••. • • . . . . . • • . . • • .... . .. . ... . • • • ••• •• • •• •• •• •• ... . . .. • • • • • • • • •• • •. . •. • I here by certify tliafthis.plan7 specification, •• or report was prepared by me or under my direct supervision and that I aon NdCET • • Certified at Level:I\ : : • : . • .•• •� .. . •.• • • • • • •• • • . . • •• ... .•. . •.. • Brent D Kotula • Date: •: R•p. o! 1:1-18d••• ••• • . •.• ••• •• • . • • • ... • • I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE EAST TH- One Head Calculation (H.9) Drawing : RESIDENTIAL Location : UNIT E-6 1-1/4 SERVICE TIGARD OR 97223 Remote Area : 1 Contract : 19816F 036 Data File : 19816F 036 River Terr East E-6, 1-1_4 serv.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 49 .. . . . . .. .. .. . . . •. • • • . . . •. . • . . • • . •. •• . • • • • • • ••• • • •••• Uponor• • • • . . . • Page 1 RIVEIT YERRAtE EAS'r tH-One I4e4d Calculation (H.9) Date 12/6/2017 HYDRAULIC.DESIGN.IN,FORMAT.ION .SHEET • . .. . •. . . . • : • •Se Y • . . .. . . Name s R2VER TERRACE• EA9'I"TH• Date - 12/4/17 Location - TIGARD OR 97223 Building; RESIDENTIAL System No. - 1 Contractoa . ALAIANdd. PId?M1VG Contract No. - 19816F 036 Calcula e•�l 4:44F'ATR&K:BROIN Drawing No. - F100 Constructkoai:: •(X•t ( ) Non-Combustible Ceiling Height 9 OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) 1 ( )2 ( ) 4 ( ) S ( (Other T ( ) Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 129 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 62.67 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 100 Elev. R Residual (Psi) - 95 Other Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor RIVER TERRACE EAST TH-One Head Calculation (H.9) Page 2 Date 12/6/2017 City Water Supply: Cl -Static Pressure : 100 Demand: C2- Residual Pressure: 95 D1 -Elevation 12.560 C2- Residual Flow 300 D2-System Flow : 16.974 D2-System Pressure : 62.670 Hose (Demand) D3-System Demand : 16.974 Safety Margin : 37.306 150 140 130 p 120 R 110 Cl E 100 9 _ C2 S 90 • S 80 U 70 D2 0 R 60 E 50 •••• . . 40 - •••• • • • .• . • • 30 ••• • • •• • • 20 •••. • • • • • • . • •• • 10 D1 • • • • •.•. 50 100 150 200 250 300350 400 450 ss •• FLOW(NA1.85) • •..• . •• • • • • •• • • • .... Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 Uponor Date .32p2017,••••• RIVER TERRACE EAST TH-One Head Calculation (H.9) - - •• Fitting Legend + 10 12 1�•••. • �i 1 •...211 24 • Abbrev. Name 1/2 '/, 1 11/4 1% 2 2% 3 3/: 4 5 6 8 • • • • • E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 X40 46.•• 50 61 • TG 90Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7••:• 10 :..1.1 13 ' 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71' $1 �1 101 • • T 90'Flow thru Tee 0 0 0 0 0 0 0 •• �0 C•••••() 4 Utb* AquapexTee-Branch 2 17 14 9 12 17 0 0 0 0 0••••A• d •0 0 • Utr* Aquapex Tee Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 • • • •• • • ••• • • •• • • • . ••.• • • • •.•. • • Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 • • :'• . • • •• . • • • • Uponor • • •• •. • • • • • • RIVER TERRACE EAST TH-One Head Calculation (H.9) :• I, .. Pad ; 4 . :: • . . • Date' 12/672017 SUPPLY ANALYSIS • • • . .• • . • . Node at Static Residual • •• •• •• • •• • •• • Available • ••• •• • ••• • • •Source Pressure Pressure Flow Pressure Tdtal D'Lenanb•• `Reg!:Ped Pressure STR 100.0 95 300.0 99.975 x.97••• • • 6 .67•• • . . • • • . ••• ••• •• • • • • • •.• • • NODE ANALYSIS Pressure Node Tag Elevation Node Type at Node at Node Discharge Notes H.9 129.0 4.9 12.0 16.97 T.21 129.0 17.18 H.7 129.0 17.67 T.20 129.0 17.91 H.5 129.0 18.1 T.18 129.0 18.26 T.17 129.0 18.82 T.22 119.0 23.47 T.32 109.0 28.95 T.31 109.0 29.09 S.1 104.0 32.71 PRV 100.0 49.66 MTR 100.0 59.02 STR 100.0 62.67 H.10 129.0 13.46 H.8 129.0 14.6 H.6 129.0 15.54 H.4 129.0 16.68 T.19 129.0 18.76 T.24 119.0 23.56 T.29 119.0 21.96 H.15 119.0 22.75 T.30 119.0 23.61 T.35 109.0 28.09 H.16 109.0 28.2 T.34 109.0 28.44 H.13 119.0 22.71 T.27 119.0 22.82 T.23 119.0 23.45 H.11 119.0 23.5 T.25 119.0 23.56 H.12 119.0 23.58 T.28 119.0 23.6 H.14 119.0 23.6 H.3 129.0 18.77 H.1 129.0 18.78 H.2 129.0 18.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finaj•Ga4culattops .11iazeti-Wiparams • . . . . . .• •. . . Uporar• • • Page 5 • •• . . P..• RIVEIl'fERRAtE EAST 1H-One Heid Calculation (H.9) Date 5 12/6/2017 Hyd. • • Qa • Dia. Pipe Pt Pt. Fitting Ftn s Pe Pv ******* Notes ****** Point : : Qt• Ref.'.� • • :.: Pf/Ft .:C" • �•• � �. • 4 or Ln. Total Pf Pn • •.• • ••• ••• . •• •• • • ••• ••• H.9 : : 9 0:14 : O.6T 1 : : Utb 17.0 5.000 12.000 KFactor=4.90 to : : •': :'9 50tt : : Utr 2.0 19.000 0.0 Vel 9.20 T.21 •. 10'14 • 0'21610•• • 0.0 24.000 5.185 T.21 -6.86 0.671 Utb 17.0 1.000 17.185 to 150.0 0.0 17.000 0.0 Vel = 2.98 0.0 18.000 0.482 H.7 3.28 0.0268 - - H.7 0.0 0.671 Utr 2.0 7.000 17.667 to 150.0 0.0 2.000 0.0 Vel= 2.98 T.20 3.28 0.0269 0.0 9.000 0.242 T.20 0.0 0.671 Utr 2.0 5.000 17.909 to 150.0 0.0 2.000 0.0 0.0 7.000 0.187 Vel = 2.98 H.5 3.28 0.0267 - - - - 18.096 H.5 0.0 0.671 Utr 2.0 4.000 to 150.0 0.0 2.000 0.0 8_ T.18 3.28 0.0268 0.0 6.000 0.161 Vel = 2.98 T.18 0.0 0.671 Utr 2.0 2.000 18.257 to 150.0 Utb 17.0 19.000 0.0 Vel= 2.98 T.17 3.28 0.0268 0.0 21.000 0.563 T.17 0.56 0.862 Utb 17.0 16.413 18.820 to 150.0 0.0 14.000 4.331 Vel= 2.11 T.22 3.84 0.0106 0.0 30.413 0. T.22 2.64 0.862 Utb 17.0 27.000 23.474 to 150.0 0.0 14.000 4.331 Vel = 3.56 T.32 6.48 0.0279 0.0 41.000 1.142 T.32 4.02 1.054 0.0 5.640 28.947 to 150.0 0.0 0.0 0.0 Vel = 3.86 T.31 10.5 0.0255 0.0 5.640 0.144 T.31 6.47 1.054 Utr 4.0 17.000 29.091 to 150.0 T 2.44 6.440 2.166 Vel= 6.24 S.1 16.97 0.0621 0.0 23.440 1.456 S.1 0.0 1.054 2E 0.04 1.000 32.713 to 150.02.440 16.732 **Fixed Loss= 15 PRV 16.97 0.0622 0.0 3.440 . 0.214Vel= 6.24--_ PRV 0.0 1.054 2E 2.44 100.000 49.659 to 150.0 0.0 2.440 3.000 Vel** Fixed Loss= 3 6.24 MTR 16.97 0.0621 0.0 102.440 6.364 MTR 0.0 0.995 E 2.336 35.000 59.023 to 150.0 T 5.841 9.345 0.0 STR 16.97 0.0822 G 1.168 44.345 . 3.647 _ Vel= 7.00_ 0.0 16.97 62.670 KFactor= 2.14 H.9 6.83 0.671 0.0 14.000 12.000 to 150.0 0.0 0.0 0.0 Vel = 6.20 H.10 6.83 0.1041 0.0 14.000 1.457 H.10 0.0 0.671 Utr 2.0 9.000 13.457 to 150.0 0.0 2.000 0.0 H.8 6.83 0.1040 - -- 0.0 11.000 1.144 Vel = 6.20 H.8 0.0 0.671 Utr 2.0 7.000 14.601 to 150.0 0.0 2.000 0.0 Vel= 6.20 H.6 6.83 0.1041 0.0 9.000 0.937 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . .. .. .. • . .. . . . . . . . . . . . . . . Uponor • . •• •• . • . • . . RIVER TERRACE EAST TH-One Head Calculation (H.9) ••• : :• • ••' Dam ' 6 : • Date' 12/612b17 Hyd. Qa Dia. Fitting Pipe Pt Pt • Ref. „C„ or Ftng's Pe :Pv •'• • .+.'r***:* • NDtes'•. ****** Point Qt Pf/Ft Eqv. Ln. Total Pf pn • ' '.' . .•• •• ... ... . ... . H.6 0.0 0.671 Utr 2.0 9.000 15.538 •• ••• • •• •to 150.0 0.0 2.000 0.0 • ..• ••• •• • • H.4 6.83 0.1040 0.0 11.000 1.144 • • ' • ' •• •••• Vela= 6.20 H.4 0.0 0.671 Utb 17.0 1.000 16.682 to 150.0 Utr 2.0 19.000 0.0 T.19 6.83 0.1040 0.0 20.000 2.081 Vel = 6.20 -0.56 0.862 Utr 2.0 15.609 18.763 to 150.0 0.0 2.000 4.331 T.24 6.27 0.0262 0.0 17.609 0.462 Vel = 3.45 T.24 0.20 0.862 2Utb 34.0 15.344 23.556 to 150.0 0.0 28.000 4.331 T.31 6.47 0.0278 0.0 43.344 1.204 Vel = 3.56 0.0 6.47 29.091 K Factor= 1.20 T.21 6.86 0.862 0.0 14.371 17.185 to 150.0 0.0 0.0 4.331 T.29 6.86 0.0309 0.0 14.371 0.444 Vel= 3.77 T.29 -3.41 0.671 Utb 17.0 8.000 21.960 to 150.0 Utr 2.0 19.000 0.0 H.15 3.45 0.0294 0.0 27.000 0.794 Vel= 3.13 H.15 0.0 0.671 Utb 17.0 12.000 22.754 to 150.0 0.0 17.000 0.0 T.30 3.45 0.0294 0.0 29.000 0.853 Vel= 3.13 T.30 0.57 0.862 0.0 13.000 23.607 to 150.0 0.0 0.0 4.331 T.35 4.02 0.0115 0.0 13.000 0.150 Vel = 2.21 T.35 0.0 0.671 Utr 2.0 1.000 28.088 to 150.0 0.0 2.000 0.0 H.16 4.02 0.0390 0.0 3.000 0.117 Vel = 3.65 H.16 0.0 0.671 Utr 2.0 4.000 28.205 to 150.0 0.0 2.000 0.0 T.34 4.02 0.0392 0.0 6.000 0.235 Vel= 3.65 T.34 0.0 0.671 Utr 2.0 11.000 28.440 to 150.0 0.0 2.000 0.0 T.32 4.02 0.0390 0.0 13.000 0.507 Vel= 3.65 0.0 - 4.02 28.947 K Factor= 0.75 T.29 3.41 0.671 Utb 17.0 9.000 21.960 to 150.0 0.0 17.000 0.0 H.13 3.41 0.0287 0.0 26.000 0.746 Vel= 3.09 H.13 0.0 0.671 Utr 2.0 2.000 22.706 to 150.0 0.0 2.000 0.0 T.27 3.41 0.0288 0.0 4.000 0.115 Vel = 3.09 T.27 0.0 0.671 Utr 2.0 3.000 22.821 - - - to 150.0 Utb 17.0 19.000 0.0 T.23 3.41 0.0287 0.0 22.000 0.632 Vel= 3.09 T.23 -2.64 0.671 Utb 17.0 7.000 23.453 to 150.0 0.0 17.000 0.0 H.11 0.77 0.0018 0.0 24.000 0.044 Vel= 0.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinVla1culat oris 41azee-WMIliacns • . • . + • .. .. • . . . . + ••. + ... Page 7 Upor!or. • • • • • • • RIVEF�•fERRAtE EAST YH-One Ae'�dtalculation (H.9) Date 12/6/2017 Hyd..•. : • •• •• •• • • • . •• • . . • • • • • • • • • • • • • •• •• • • • • • • ••• •• • •• • •• •• •• • • • • •• • •• • •• • I here by certify that this plan, specification or report was prepared by me or under my direct supervision aid teat I am•NICET Certified at 1_4,6IVs . . • • • • 1 ••• •• • • • • •• • • • • • •.. •.• • ••. • Brent D Kotula .:. FE: .N4 • 11 Date: 5889 • • ••• ••• •• • • • • • ••• • • AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE EAST TH -Two Head Calculation (H.10 & H.8) Drawing : RESIDENTIAL Location : UNIT E-6 1-1/4 SERVICE TIGARD OR 97223 Remote Area : 1 Contract : 19816F 036 Data File : 19816F 036 River Terr East E-6, 1-1_4 serv.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 n •• • • • • •• •• •• • • • • • • • • •• • • • • • • • . • •• • • .• •• • • Page 1 • • Upor►or. • •••• • •. • RIVEFZ YERRAtE EAST?H - two Had'Calculation (H.10&H.8) Date 12/6/2017 HYDRAtiLIC•DESIGN.INWORMAT.ION•SHEET • • •• • •• • • • • . S . . - - - - • • • • • • • • •• • Name 3 R2IL�R TERRACE1 EA9 :TH•• Date - 12/4/17 Location - TIGARD OR 97223 System No. - 1 Building; RESIDENTIAL Contraction .. 31LiAiNG '. lI:IdG Contract No. - 19816F 036 Calcula:e•: ny:-:PAT K;BROIN Drawing No. - F100 Constructio::. .( ter $til1le ( ) Non-Combustible Ceiling Height 9 OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( ) 4 ( ) S ( )Other Made by Date T ( ) Specific Ruling E S stem Type M Listed Flow at Start Point - 13 Gpm Y Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry PreAction D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES K-Factor 4.9 I Elevation at Highest Outlet - 129 Feet Size Temperaturee Rating 162 G Note: N Calculation Gpm Required 26.0049 Psi Required 81.65 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 100 Elev. R Residual (Psi) - 95 Other Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor r RIVER TERRACE EAST TH-Two Head Calculation(H.10& H.8) Page 2 Date 12/6/2017 City Water Supply: Cl -Static Pressure : 100 Demand: C2-Residual Pressure: 95 D1 -Elevation 12.560 C2- Residual Flow 300 D2-System Flow : 26.005 D2-System Pressure : 81.649 Hose (Demand) D3-System Demand :26.005 Safety Margin : 18.297 150 • 140 130 • p 120 R 110 E 100 _ Cl S 90 - D2 s 80 U 70 R 60 •••• • E 50 ••. • a •••• 40 • 30 • ..• •. . • • • • •• 20 • • • •••• • • • • • • 10 D1 •• • .• •• • • •..• _..._ • 50 100 150 200 •••� • 250 300 . .. , 350 400 450•. •• FLOW(N " 1.85) • • • ••.. • •• • • • • • •• • 1 • •..• Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 Uponor Date _•�2(6/2017•••••� RIVER TERRACE EAST TH-Two Head Calculation (H.10 &H.8) • - `•' Fitting Legend 11/4 11/2 2 2% 3 3+/2 4 5 6 8 10 12 1:4••••176 1•.•••ago 24 Abbrev. Name 1/2 '/• 1 .• .. • 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 *5•• 50 61 •• E 90'Standard Elbow 1 1 1 2 2 3 4 5 6 7":"8. 10 :••l1 13 GT 90 Floc Gate Valve 1 1 1 1 1 1101 l'21.•• T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 250 300 350 500 60 0��•p1 ©1••••� 8 2 17 14 9 12 17 0 0 0 0 • 0 • Utb* Aquapex Tee Branch • • • 0 0 0 0 0 0 0�•:••a 0 Utr* Aquapex Tee Run 1 2 2 4 2 1 0 0 0 • • • •• • • ••• • • •• • • • • • • • •••• • • Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 • • • • ••• • • • • •. . • . RIVER TERRACE EAST TH-Two Head Calculation (H.10&H.8) • • • • • • •. Pat : 4 • • • Uponor • : : :' .. • • • • • ' ' Date' 12/6f1b17 SUPPLY ANALYSIS Node at • • • • Static Residual • • ' • ••• •• •• • • Source Available • • •' ' ' • •• •• •• • Pressure Pressure ' •• •••••• •• Flow Pressure Tdta/DWMand•• •Regtj74d pressure STR 100.0 95 300.0 99.946 4.4 ••• • • $1.649• • • • • • • • • • • • • • ••• .•. •• • . • .• ••• • • NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H.10 Notes 129.0 7.04 H.9 129.0 4 9 11.65 13.0 T.2129.0 T.29 119.0 19.56 H.15 119.0 24.59 T.30 119.0 25.88 T.35 109.0 27.26 H.16 109.0 31.91 T.34 109.0 32.16 T.32 109.0 32.65 T.31 109.0 33.73 S.1 104.0 34.03 PRV 100.0 39.41 MTR 100.0 56.61 STR 100.0 73.62 81.65 H.8 129.0 H.4 7.04 H.6 129.0 4 9 10.24 13.0 129.0 T.19 129.0 14.14 T.24 119.0 21.24 H.7 129.0 26.93 T.20 129.0 20.24 H.5 129.0 20.58 T.18 129.0 20.84 T.17 129.0 21.07 T.22 119.0 21.87 H.13 119.0 25.93 T.27 119.0 25.74 T.23 119.0 25.92 H.3 129.0 26.89 H.1 129.0 21.31 H.2 129.0 21.44 H.11 119.0 21.57 T.25 119.0 26.91 H.12 119.0 26.93 T.28 119.0 27.11 H.14 119.0 27.18 27.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t Fina jqa4culattoml; ikta req-Waliarals Page• 5 . . •• •• • • ... Uporior• •• • • ae 52/6/2017 RIVEF�fiERRAtE EASE¶H--two Add talculation(H.10&H.8) Pipe Pt Pt ****** Pv ******* Notes Qa • Dia. • • Fittingp Pe Hyd.�•• :. : :C" • � : or Ftng's Ref. • • • Total Pf Pn Poing : : Qt: ' Pf/Ft :. : qv. Ln. • ••• • ••• ••. . •• .. • • ••• 0.0 14.000 7.040 K Factor=4.90 H.10 : : '�27� : 8.671 : 0.0 0.0 0.0 to . . .'. . • ' '- • • • 4 612 Vel 11.56 .. 12'7 • 0329'4 0.0 14.000 4.- H.9 Utb 17.0 5.000 11.652 to 150.00Utr H 9 0.0 0.6712.0 19.000 0.0 7.905 Vel= 11.56 -- - - 12.74 0.3294 0.0 24.000- - T.21 ----- 0.0 14.371 19.557 -3.96 0.862 0.0 0.0 4.331 too 150.0 T29 14.371 0.703 Vel= 4.83 8.78 0.0489 0.0 24.591 T.29 -4.30 0.671 Utb 17.0 8.000 0.04770.0 Utr 2.0 19.000 Vel= 4.06 17.0 to 150.0 1.287 0.0 27.00 4.48 -_- -_ -_ _ - H.15 - 25.878 Utb 12.000 H.15 0.0 0.6710.0 17.000 0.0 150.0Vel= 4.06 to1.382 - 4 4.48 __.0.0477 _---- 0.0 29.000 -- ------ T.30 ----------- ---- 0.0 13.000 27.260 1.55 0.862 0.0 0.0 4.331 too 150.0 T.35 13.000 0.317 Vel= 3.32 6.03 0.0244 0.0 000 31.908 T.35 0.0 0.671 Utr 2.0 1. 0.0 to 150.0 0.0 2.000 Vel= 5.47 0.248 3.000.--------_-- --- 6.03 0.0827 ----- 0.0--------- H.16 __--------- 32.156 H.16 0.0 0.671 Utr 2.0 4.0000.0 150.0 0.0 2.000 Vel= 5.47 to 0.0 6.000 0.496 T.34HUtr20ui65 0.0 to 150.0 0.0 2.000 1 .000 .074 Vel= 5.47 6.03 0.0826 0.0 T.32 0.0 5.640 33.726 T.32 9.82 1.054 0.0 0.0 0.0 to 150.0 5.040 0.008 Vel= 5.83 15.85 0.0546 0.0 T.31 34.034 T.31 10.15 1.054 Utr 4.0 17.000 4.034 150.0 T 2.44 6.440 Vel= 9.56 --------- to 0.0 3.206 23.440 ---- ----------- S.1 -------26.0----0.13 ------------ S.1 0.0 1.054 2E 2.44 1.000 39.406 19.432 ** Fixed Loss= 15 150.0 0.0 2.440 Vel= 9.56 to 0.0 3.440 0.471 PRV 26.0 0.1369 56.609 PRV 0.0 1.054 2E 2.44 100.000 3.000 ** Fixed Loss= 3 150.0 0.0 2.440 -Vel=_9.56 -------_------ to 0.0 102.440 14.010 - - MTR_-_---26_0--_-0.1368-_------- 3.619 MTR 0.0 0.995 E 2.336 35.000 7 to .0 150.0 T 5.841 9.345 3 0.030 Vel= 10.73 STR 26.0 0.1811 G 1.168 44.345 0.0 81.649 K Factor= 2.88 26.00 7.040 H.10 0.26 0.671 Utr 2.0 9.000 0.0 150.0 0.0 2.000 Vel= 0_24 --- - to 0.0 11.000 0.003 - H.8 ---_---_0.26 0.0003--_----_ --- 7.000 7.043 K Factor=4.90 H.8 13.01 0.671 Utr 2.0 0.0 150.0 0.0 2.000 Vel= 12.04 to 0.0 9.000 3.195 H.6 13.27 0.3550 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • •• ••• ••• . • • • •• • • • •• • . Uponor • . •• •• • • . • • • • ..• • Pa*•. Pa . 6 • • RIVER TERRACE EAST TH-Two Head Calculation(H.10& H.8) • ' : ' •• Date• 112/62017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. „C" or Ftng's Pe • Pig •• .:**.; • '•****** Point Qt Pf/Ft Eqv. Ln. Total Pf ;Pp •,• • : ••: . Rl�tes•,• • •.• ... • •.• • H.6 0.0 0.671 Utr •2.0 9.000 10.238 ••• •••• • • •• •• • to 150.0 •• • •• 0.0 2.000 0.0 • • ..• ••• •. . • H.4 13.27 0.3551 • • • • • • • • • • 0.0 •11.000 3.906 • ••• Vele= '12:04 •• H.4 0.0 0.671 Utb 17.0 1.000 14.144 to 150.0 Utr 2.0 19.000 0.0 T.19 13.27 0.3550 0.0 20.000 7.101 - - - -_ -- Vel = 12.04 T.19 -2.04 0.862 Utr 2.0 15.609 21.245 to 150.0 0.0 2.000 4.331 T.24 11.23 0.0770 0.0 17.609 1.356 T.24 -1.07 0.862 2Utb 34.0 15.344 26.932 Vel= 6.17 to 150.0 0.0 28.000 4.331 T.31 10.16 0.0639 0.0 43.344 2.771 Vel= 5.59 0.0 10.16 34.034 K Factor= 1.74 T.21 3.96 0.671 Utb 17.0 1.000 19.557 to 150.0 0.0 17.000 0.0 H.7 3.96 0.0379 0.0 18.000 0.682 Vel= 3.59 H.7 0.0 0.671 Utr 2.0 7.000 20.239 to 150.0 0.0 2.000 0.0 T.20 3.96 0.0379 0.0 9.000 0.341 T.20 0.0 0.671 Utr 2.0 5.000 20.580 Vel = 3.59 to 150.0 0.0 2.000 0.0 H.5 3.96 0.0379 0.0 7.000 0.265 Vel = 3.59 H.5 0.0 0.671 Utr 2.0 4.000 20.845 to 150.0 0.0 2.000 0.0 T.18 3.96 0.0378 0.0 6.000 0.227 T.18 0.0 0.671 Utr 2.0 2.000 21.072 Vel = 3.59 to 150.0 Utb 17.0 19.000 0.0 T.17 3.96 0.0379 0.0 21.000 0.795 Vel = 3.59 T.17 2.04 0.862 Utb 17.0 16.413 21.867 to 150.0 0.0 14.000 4.331 T.22 6.0 0.0241 0.0 30.413 0.734 T.22 3.82 0.862 Utb 17.0 27.000 26.932 Vel= 3.30 to 150.0 0.0 14.000 4.331 T.32 9.820.0601 0.0 41.000 2.463 - - Vel = 5.40 0.0 9.82 33.726 K Factor= 1.69 T.29 4.30 0.671 Utb 17.0 9.000 24.591 to 150.0 0.0 17.000 0.0 H.13 4.3 0.0442 0.0 26.000 1.149 H.13 0.0 0.671 Utr 2.0 2.000 25.740 Vel = 3.90 to 150.0 0.0 2.000 0.0 T.27 4.3 0.0442 0.0 4.000 0.177 Vel= 3.90 T.27 0.0 0.671 Utr 2.0 3.000 25.917 to 150.0 Utb 17.0 19.000 0.0 T.23 4.3 0.0442 0.0 22.000 0.973 T.23 -0.48 0.862 Utr 2.0 2.000 26.890 Vel= 3.90 to 150.0 0.0 2.000 0.0 T.22 3.82 0.0105 0.0 4.000 0.042 Vel= 2.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finll•Galcu4atiol►T ; 4azen-INilliams • • . • • . •. •• •• • • . • . •• . • ••• Uporor• • • • • • • • •T 7Date Page 7 12/6/2017 RIVEAefERRAtE EASH -two Ae�dtalculation (H.10&H.8) Hyd. . • Qa • via. , • Fitting Pipe Pt Pt • • • •• • : • : •• : : or Ftng's Pe Pv ******* Notes ****** Ref. . . . . .0 •• Point : : Qt:" 'f/Ft :. : :Eqv. Ln. Total Pf Pn • ... . •.• ••• • .. .. • • •.. •.• ▪ . • . • • • . • •• • •Q• ••• •S• • • 26.932 K Factor= 0.74 T.19 2.04 0.671 Utr 2.0 4.000 21.245 to 150.0 0.0 2.000 0.0 H.3 2.04 0.0112 0.0 6.000 0.067 Vel = 1.85 H.3 0.0 0.671 Utr 2.0 10.000 21.312 to 150.0 0.0 2.000 0.0 H.1 2.04 0.0111 0.0 12.000 0.133 Vel= 1.85 H.1 0.0 0.671 Utr 2.0 9.000 21.445 to 150.0 0.0 2.000 0.0 H.2 2.04 0.0111 0.0 11.000 Vel= 1.85 0.122 - - H.2 0.0 0.671 Utb 17.0 10.000 21.567 to 150.0 0.0 17.000 0.0 T.17 2.04 0.0111 0.0 27.000 0.300 Vel = 1.85 0.0 2.04 21.867 KFactor= 0.44 T.23 0.48 0.671 Utb 17.0 7.000 26.890 to 150.0 0.0 17.000 0.0 H.11 0.48 0.0007Vel= 0.44- - 0.0 24.000 0.018 -__ -_--_-H.11 0.0 0.671 Utb 17.0 13.000 26.908 to 150.0 Utr 2.0 19.000 0.0 Vel= 0.44 T.25 0.48 0.0008 0.0 32.000 0.024 T.25 1.07 0.671 Utb 17.0 8.000 26.932 to 150.0 Utr 2.0 19.000 0.0 H.12 1.55 0.0067 0.0 27.000 0.181 Vel= 1.41 H.12 0.0 0.671 Utr 2.0 8.000 27.113 to 150.0 0.0 2.000 0.0 T.28 1.55 0.0067 0.0 10.000 0.067 Vel = 1.41 T.28 0.0 0.671 Utr 2.0 2.000 27.180 to 150.0 0.0 2.000 0.0 H.14 1.55 0.0068 0.0 4.000 0.027 Vel = 1.41 H.14 0.0 0.671 Utr 2.0 6.000 27.207 to 150.0 0.0 2.000 0.0 T.30 1.55 0.0066 0.0 8.000 0.053 Vel = 1.41 0.0 1.55 27.260 K Factor= 0.30 1 T.24 1.07 0.862 0.0 1.000 26.932 to 150.0 0.0 0.0 0.0 T.25 1.07 0.0 0.0 1.000 0.0 Vel = 0.59 0.0 1.07 26.932 K Factor= 0.21 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087