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20090210 Hydraulic Design Info Sheets_ _ _ Fire Protection by Computer Design HYDRO TECH FIRE PROTECTION INC 15218 NE CAPLES RD PO BOX 40 BRUSH PRAIRIE, WA 98606 380-256-2816 Job Name YELM Building SUPPORT OPERATIONS CENTER Location REMOTE AREA #1 -BUS MAfNTENANCE AREA System Contract Data File :YELM-SCH.wxi Computer Programs by Hydratec Inc. Route 111 Windham N.H. U5A 03087 ~~ HYDRO TECH FIRE PROTECTION INC Page 1 YELM Date 072712 Hydraulic Design Information Sheet Name - YELM SCHOOL SUPPORT OPERATIONS CEt4TER Date - 07-27-12 Location - REMOTE AREA #1 - BUS MAINTENANCE AREA Building - SUPPORT OPERATIONS CENTER System No. - Contractor - HYDRO TECH FIRE PROTECTION, INC. Contract No. - Calculated By - KERI JO HAMILTON Drawing No. - Construction: ( ) Combustible { } Non-Combustible Ceiling Height - 25'-6" Occupancy - ORDINARY HAZARD - GROUP 2 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 { ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1,500 System Type Sprinkler/Nozzle Density - .2000 (X) Wet Make RELIABLE D Area Per Sprinkler - 113 ( ) Dry Model F1 FR E Elevation at Highest Outlet - 29.75 ( ) Deluge Size 3/4" QR S Hose Allowance -- Inside - ( ) Preacti on K-Factor 8.0 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 345.02 Press Required - 46. 801 HOR Summary C-Factor Used: 120 Overhead 190 Underground W Water Flow Test:' Pump Data: Tank or Reservoir: A Date of Test - 06-26-12 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 60 @ Press - R Residual Press - 58 Elev. - Well Flow - 1250 Proof Flow S Elevation - 0 U P Location - SITE FIRE HYDRANT P L Source of Information - CITY OF YELM PUBLIC WORKS Y PUBLIC WORKS DIRECTOR - TIM PETERSON (360) 458-8999 C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled $ Palletized ~ Rack M ( ) Single Row { ) Conven. Pallet ( ) Auto. Storage ( } Encap. 5 R ( ) Double Row { ) Slave Pallet ( ) Solid Shelf ( } Non T A ( ) Mult. Row ( } Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N r n N N O ~ y a. o U Z Z O U LL1 O 0. J ~_ ~, LL ~ w :A ~- ~ ~ ~ _ } rn ~ u~ ~ r r ~ O ~ O r ~~~ ~O N ~ ~ N O~~'ON CLL4~'C~ G o U ~ 'rn E O o°o mma ivaEi~co ~ N U7Q~ fA~ TT~vT UJ (n (A fn ' ,Z i ~ i N ~ ~ ~rNN O OC7 ID ~DD~T20lI1 E a~ 0 O O (O r O O d' r N U .-. o '" o< N Z .- _ 0 J O O O r O v o ~ o0 OCON to to .-- . ~ . ~ o ° ~~ ~ ~ ~~Q ~ o. u. c n 3 7 O 7 ''' N N LI} ~ O ~ ~ ~ u~ ~ ~ O C3 °a l ~ i ~ N ~UUU ~ N ~ O ~, tt ~ ~ O O O O O O O O O r T r r r r Q~ ~ . ~ W ^ . ~ a. ~I M N T U ~ ~ W f!) fq ~ ~ W a b Q N E m L c W O r a6MN rfD N~--r O V' r O ru7Nrr [r r rn li lnrOr r ~ N r O O Q1 r r V~rOm ~ n r r C~! rAt~ n r~ o r NN r tD tD rN~tl~t O O rr O~f•7 ~t O rr hCOCO N ~i'7 r r If] N N O O r r a N N r~ t O r r rf~LOrr N r(p[Orr O r IgNrr r~NOG0 t ~ U r t+7 r O tp "J C 3 C q) rN rOtl7 ~. V} N ~ C O. O r N r Q~ ~ ~ N Y] ~ (~ c U N (n O r N r 0 [rl C LL. ~ ~. rn C ~ d O ~ ~ ~ W ~ H ~v ~~ C7 ~ oa ~ym„n° c a C7 cn u1 ~ ~ ~ ~ ;N ~ ~ •~ =.C N= ~rnvC7rn E ~ ~ = N ~ c j ~ s N ~ N .~ O1 3 ro~o~ UWILU' -- ~ ~JLL Q. Pressure /Flow Summary -STANDARD HYDRO TECH FIRE PROTECTION lNC YELM Page Date 4 072712 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1:6 22.16 8 8.48 na 23.3 0.2 100 7,0 1:7 23.41 8 8.1 na 22.77 0.2 100 7.0 1:6 24.75 8 8.01 na 22.64 0.2 113 7.0 1:9 23.75 8 9.85 na 25.1 0.2 113 7.0 1:10 22.16 8 12.59 na 28.38 0.2 113 7.0 F1 22.33 16.41 na 1:i1 22.16 8 9.72 na 24.94 0.2 100 7.0 1:12 23.41 8 9.35 na 24.47 0.2 100 7.0 1:13 24.75 8 9.33 na 24.44 0.2 113 7.0 1:14 23.75 8 11.37 na 26.98 0.2 113 7.0 Et 22.33 17.D6 na 1:1 22.16 8 8.46 na 23.27 0.2 100 7.0 1:2 23.41 8 8.07 na 22.73 0.2 100 7.0 1:3 24.75 8 7.98 na 22.6 0.2 113 7.0 1:4 23.75 8 9.82 na 25.07 0,2 113 7.0 1:5 22.16 8 12.55 na 28.34 0.2 113 7.0 G1 22.33 16.37 na G 21.25 18,35 na F 27.25 18.4 na E 21.25 18,6 na D 21.25 19.85 na C 15.66 23.78 na B 15.66 35.88 na A 12.66 40.31 na TOR 12.66 41.39 na BOR 2.0 46.8 na UG 2.D 47.69 na TEST O.D 52.78 na 250.0 The maximum velocity is 20.3 and it occurs in the pipe between nodes C and B Computer Programs by Hydratec Inc. Route i 11 Windham N.H. USA 03087 Final Calculations -Hazen-Williams HYDRO TECH FIRE PROTECTION INC YELM Page 5 Date 072712 Nyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'"'**'* Notes ***"*" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1:6 23.30 1.682 1 C 1.0 8.000 8.483 K Factor = 8.00 to 120.0 0.0 1.000 -0.541 1:7 23.3 0.0173 0.0 9.000 0.156 Vel = 3.36 1:7 22.77 1.682 0.0 8.000 8.098 K Factor = 8.00 to 120.0 0.0 0.0 -0.580 1:8 46.07 0.0610 0.0 8.000 0.488 Vel = 6.65 1:8 22.63 1.682 2C 2.0 9.000 8.006 K Factor = 8.00 to 120. D 0.0 2.000 0.433 1:9 68.7 0.1281 0.0 11.000 1.409 Vef = 9.92 1:9 25.11 1.682 0.0 9.000 9.848 K Factor = 8.00 to 120.0 0.0 0.0 0.669 1:10 93.81 0.2277 0.0 9.000 2.049 Vel = 13.55 1:10 28.38 1.682 1 T 8.0 1.500 12.586 K Factor = 8.00 to 120.0 1 C 1.0 9.000 -0.074 F1 122.19 0.3715 0.0 10.500 3.901 Vel = 17.64 F1 0.0 2.157 1 T 10.0 1.750 16.413 to 120.0 2C 2.0 12.000 0.468 F 122.19 0.1105 0.0 i 3.750 1.520 Vel = 10.73 0.0 122.19 18.401 K Factor = 28.48 1:11 24.94 1.682 1 C 1.0 8.000 9.719 K Factor = 8.00 to 120.0 0.0 1.000 -0.541 1:12 24.94 0.0196 0.0 9.000 0.176 Vel = 3.60 1:12 24.47 1.682 0.0 8.000 9.354 K Factor = 8.00 to 120.0 0.0 0.0 -0.580 1:13 49.41 0.0695 0.0 8.000 0.556 Vel = 7.13 1:13 24.43 1.682 2C 2.0 9.000 9.330 K Factor = 8.00 to 120.0 0.0 2.000 0.433 1:14 73.84 0.1464 0.0 11.000 1.610 Vel = 10.66 1:14 26.98 1.682 1 T 8.0 10.500 11.373 K Factor = 8.00 to 120.0 1 C 1.0 9.000 0.615 E1 100.82 0.2603 0.0 19.500 5.075 Vel = 14.56 E 1 0.0 2.157 1 T 10.0 1.750 17.063 to 120.0 2C 2.0 12.000 0.468 E 100.82 0.0775 0.0 13.750 1.066 Vel = 8.85 a.o 100.82 18.597 K Factor = 23.38 1:1 23.27 1.682 1 C 1.0 8.000 8.459 K Factor = 8.00 to 120.0 0.0 1.000 -0.541 1:2 23.27 0.0172 0.0 9.000 0.155 Vel = 3.36 1:2 22.73 1.682 0.0 8,000 8.073 K Factor = 8.00 to 120.0 0.0 0,0 -0.580 1:3 46.0 0.0610 0.0 8.000 0.488 Vel = 6.64 1:3 22.60 1.682 2C 2.0 9,000 7.981 K Factor = 8.00 to 120.0 0.0 2,000 0.433 1:4 68.6 0.1276 0.0 11.000 1.404 Vel = 9.91 1:4 25.07 1.682 0.0 9.000 9.818 K Factor = 8.00 to 120.0 0.0 0.0 0.689 1:5 93.67 0.2271 0.0 9.000 2.044 Vel = 13.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams HYDRO TECH FIRE PROTECTION INC YELM Page 6 Date 072712 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '"'***** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1:5 28.34 1.682 1T 8.0 1.500 12.551 K Factor = 8.00 to 120.0 1 C 1.0 9.000 -0.074 G 1 122.01 0.3705 0.0 10.500 3.890 Vel = 17.62 G 1 0.0 2.157 1 T 10.0 1.750 16.367 to 120.0 2C 2.0 12.000 0.468 G 122.01 0.1103 0.0 13.750 1.516 Vel = 10.71 G 0.0 4.26 0.0 12.500 18.351 to 120.0 0.0 0.0 0.0 F 122.01 0.0040 0.0 12.500 0.050 Vel = 2,75 F 122.19 4.26 1 C 1.0 12.500 18.401 to 120.0 0.0 1.000 0.0 E 244.2 0.0145 0.0 13.500 0.196 Vel = 5.50 E 100.82 4.26 1T 20,0 23.500 18.597 to 120.0 2C 2.0 22.000 0.0 D 345.02 0.0275 0.0 45.500 1.249 Vel = 7.77 D 0.0 4.26 3E 30.0 17.120 19.846 to 120.0 SC 8.0 38.000 2.421 C 345.02 0.0274 0.0 55.120 1.512 Vel = 7,77 C 0.0 2.635 1 E 6.0 34.500 23.779 to 120.0 2C 2.0 8.000 0.0 B 345.02 0.2848 0.0 42.500 12.102 Vel = 20.30 8 0.0 3.26 3C 3.0 28.000 35.881 #0 120.0 0.0 3.000 1.299 A 345.02 0.1010 0.0 31.000 3.131 Vel = 13.26 A 0.0 4.26 2E 20.0 15.250 40.311 to 120.0 4C 4.0 24.000 0.0 TOR 345.02 0.0274 0.0 39.250 1.077 Vel = 7.77 TOR 0.0 4.26 1 E 10.0 12.000 41.388 to 120.0 1 G 2.0 17.000 4.617 BOR 345.02 0.0274 5C S.0 29.000 0.796 Vel = 7.77 BOR 0.0 6.16 2F 18.62 240.000 46.801 to 140.0 0.0 18.620 0.0 UG 345.02 0.0034 0.0 258.620 0.886 Vel = 3.71 UG 0.0 6.16 iT 39.9 25.000 47.687 to 140.0 0.0 39.900 4.866 * Fixed loss = 4 TEST 345.02 0.0034 0.0 64.900 0.222 Vel = 3.71 250.00 Qa = 250.00 595.02 52.775 K Factor = 81.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ...Fire Protection by Computer Design HYDRO TECH FIRE PROTECTION INC 15218 NE CAPLES RD PO BOX 40 BRUSH PRAIRIE, WA 98606 360-256-2816 Job Name :YELM Building :SUPPORT OPERATIONS CENTER Location REMOTE AREA #2 -BUSH WASH AREA System Contract Data File YELM-SCH.wx2 Computer Programs by Hydratec Inc, Route 111 Windham N.H. USA 03087 ~..~~ HYDRO TECH FIRE PROTECTION INC Page 1 YELM Date Q72712 Hydraulic Design Information Sheet ..~ Name - YELM SCHOOL SUPPORT OPERATIONS CENTER Location - REMOTE AREA tE2 - BUSH WASH AREA Building - SUPPORT pPERATIONS CENTER Contractor - HYDRO TECH FIRE PROTECTION, INC. Calculated By - KERI JO HAMILTON Construction: ( } Combustible (X} Non-combustible Occupancy - ORDINARY HAZARD - GROUP 2 S Y S T E M D E S I G N (X} NFPA 13 ( } ( ) NFPA 231 ( } Other Specific Ruling Date - 07-27-12 System No. - Cantract lJo. - Drawing No. - Ceiling Height - 16'-5" Lt. Haz. Ord.Haz.Gp. { ) 1 (X) 2 ( ) 3 ( } Ex.Haz. NFPA 231C ( } Figure Curve Made By Date Area of Sprinkler Operation - ALL System Type Sprinkler/Nozzle Density - .2000 ( ) Wet Make RELIABLE Area Per Sprinkler - 130 (X} Dry Model F1FR Elevation at Highest Outlet - 15.83 ( ) Deluge Size 3/9" QR Hose Allowance - Inside - ( } Preaction K-Factor 8.0 Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 Hose Allowance - Outside - 250 Nate CALCULATED ENTIRE BUSH WASH AREA Calculation Flow Required - 300.09 Press Required - 43.089 BOR Summary C-Factor Used: 120 Overhead 140 Underground W water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 06-26-12 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 60 @ Press - R Residual Press - 58 Elev. - Well Flow - 1250 Proof Flow S Elevation - 0 U P Location - SITE FIRE HYDRANT P L Source of Information - CITY OF YELM PUBLIC WORKS Y PUBLIC WORKS DIRECTOR - TIM PETERSON (360) 958-84 99 C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled ~ Palletized ~ Rack M ( ) Single Row ( } Conven. Pallet ( } Auto. Storage ( ) Encap. S R ( ) Double Row ( } Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N r N N C m r tp i0 a© U 2 Z ~_ ~"' U 0 u ~ ' a ~ ~_ ~ ~ i x 1 U ~ ~ u a~ ~ ~- W > x >- tnp~ Oh ~ ~ ~ ~ C m ~ N _ N ctid ~'cp ~ o U '~ SEE ~E aoo `, a~ ~ ~QO N~ ~ ~ ~ ~ ~ w ~rNN O OCO t0 ~~~Oxx~(q N D 0 0 ca r 0 sY r N U .~. T N Z r _ 0 J LL 4 O 0 r 0 ~ ~ O cD N (D to r .. ~ .. `~ N O 0 Q 3 ' ~ u ,~o ~0.LL m m 7 7 p 7 ~"' ~U7 ~f/} U) ~ G1 47 u7~x ~ U r ~ ~1' ~ o ~ a i i N 2000 ~, - °n r °v c r oo c °v ° 00 Q 0 ) 0 ~ r 0 0 ( 0 ~ 0 o a a - U T T r r . Q ~ ( ~ ( V ~ a ~ w cn to ~ x w N 00 0 0 Q z E L 'O C N 7 O Si' J C ~; ~< r r m N O r O f O N r r O ~ O O r O U] N r ~!] r r OrOcTN OI O Qi r O~OQr Op t[y I~ r O r O M r l~ r I ~ M O NrONr(p Of N r0 r r O N r~ 17 N a0 ~t] r ~ O r d (7 O h 'd' O rr~r^f+] N ~ N c0 O O r ~ N r C N n p r O 00 c7 r O h ~[1 r r r~ M r O N l~rCTJ~ORSr O O r o ~7 N r O^-O~NCO O r O M r t D o~oN,-~n O.-ON.-R OrONrC+~ N ~ ~ ~> 7 d >yy ~ N ~' ~ Q. ~ N was U n. Lt! 1- 2 ~ o u c o 3 .` ~.~~~ o ~~ ~fnlLli m o ~oino C7~C7rnvrn o~ U O W Ii ~ L ~ U ++ C G_ ~ ~ Rf ~. ~ Q' a cA c ~ o a !q t0 '~O U) .,, (~ C ~LL~.~d ~ C ,~ C ~ _ ~~ y = (/~ ~ L C 7 N „_, ~ N ;~; ~m3m c ~ ~ a ~ ~ C) ~ u. a. Pressure /Flow Summary -STANDARD HYDRO TECH FIRE PROTECTION INC YELM Page 4 Date 072712 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 2:3 17.41 8 7.72 na 22.22 D.2 90 7.0 2:4 15.83 8 10.61 na 26.06 0.2 130 7.0 2:5 17.41 8 7.87 na 22.44 0.2 90 7.0 2:6 15.83 8 10.8 na 26.3 0.2 130 7.0 2:7 17.41 8 8.2 na 22.91 0.2 90 7.0 2:8 15.83 8 11.23 na 26.81 0.2 130 7.0 2;9 17.41 8 8.75 na 23.67 0.2 90 7.0 2:i0 15.83 8 11.93 na 27.63 0.2 130 7.0 2:11 17,41 8 9.7 na 24.91 0.2 90 7.0 2;12 15.83 B 13.12 na 28.97 0.2 130 7.0 2:1 17.41 8 7.68 na 22.16 0.2 90 7,0 2:2 15.83 8 10.56 na 26,0 0.2 130 7.0 HH 15.0 14.78 na GG 15.0 14.85 na FF 15.0 15.1 na EE 15.0 15.fi8 na DD 15.0 16.62 ne CC 15.0 18.22 na BB i5.0 19.91 na AA i 5.0 24.71 na TORD 13.66 36.13 na BOR 2.0 43.09 na UG 2,0 43.77 na TEST 0.0 48,81 na 25D.0 The maximum velocity is 20 and it occurs in the pipe between nodes 2:12 and CC Computer Programs by Hydratec Inc. Roule 11 i Windham N.H. USA 03087 Final Calculations -Hazen-Williams HYDRO TECH FIRE PROTECTION INC YELM Page 5 Date 072712 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""**** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2:3 22.22 1.049 1T 5.0 9.000 7.717 K Factor = 8.00 to 120.0 0.0 5.000 0.684 2:4 22.22 0.1581 0.0 14.600 2.214 Vel = 8.25 2:4 26.07 1.049 1T 5.0 0.830 10.615 K Factor = 8.00 to 120.0 0.0 5.000 0.359 GG 48.29 0.6647 0.0 5.830 3.875 Vel = 17.93 0.0 48.29 14.849 K Factor = 12.53 2:5 22.44 1.049 1 T 5.0 9.000 7.866 K Factor = 8.00 to 120.0 0.0 5.000 0.684 2:6 22.44 0.1610 0.0 14.000 2.254 Vel = 8.33 2:6 26.29 1.049 1 T 5.0 0.830 10.804 K Factor = 8.00 to 120.0 0.0 5.000 0.359 FF 48.73 0.6762 0.0 5.830 3.942 Vel = 18.09 0.0 48.73 15.105 K Factor = 12.54 2:7 22.91 1.049 1 T 5.0 9.000 8.203 K Factor = 8.00 to 120.0 0.0 5.000 0,684 2:8 22.91 0.1674 0.0 14.000 2.343 Vel = 8.50 2:8 26.81 1.049 1T 5.0 0.830 11.230 K Factor = 8.00 to 120.0 0.0 5.000 0.359 EE 49.72 0.7015 0,0 5.830 4.090 Vel = 18.46 0.0 49.72 15.679 K Factor = 12.56 2:9 23.67 1.049 iT 5.0 9.000 8.754 K Factor = 8.00 to 120.0 0.0 5.000 0.684 2:10 23.67 0.1778 0.0 14.000 2.489 Vel = 8.79 2:10 27.63 1.049 1T 5.0 0.830 11.927 K Factor = 8.00 to 120.0 0.0 5.000 0.359 DD 51.3 0.7434 0.0 5.830 4.334 Vel = 19.04 0.0 51.30 16.620 K Factor = 12.58 2:11 24.91 1.049 1T 5.0 9.000 9.696 K Factor = 8.00 to 120.0 0.0 5.000 0.684 2:12 24.91 0.1954 0.0 14.000 2.736 Vel = 9.25 2:12 28.97 1.049 1T 5.0 0.830 13.116 K Factor = 8.00 to 120.0 0.0 5.000 0,359 CC 53.88 0.8141 0.0 5.830 4.746 Vel = 20.00 0.0 53.88 18.221 K Factor = 12.62 2:1 22.16 1.049 iT 5.D 9.OD0 7.675 K Factor = 8.00 to 120.0 0.0 5.000 0,684 2:2 22.16 0.1574 0.0 14.000 2.203 Vel = 8.23 2:2 26.00 1.049 1 T 5.0 0.830 10.562 K Factor = 8.00 to 120.0 0.0 5.000 0.359 HH 48.16 0.6616 0.0 5.830 3.857 Ve! = 17.88 HH 0.0 2.635 0.0 9.500 14.778 to 120.0 0.0 0.0 0.0 GG 48.16 0.0075 0.0 9.500 0.071 Vel = 2.83 Computer Programs by Hydratec Inc. Route 11 i Windham N.H. USA 03087 Final Calculations -Hazen-Williams HYDRO TECH FIRE PROTECTION INC YELM Page 6 Date 072712 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes **"**" Point Qt Pf1Ft Eqv. Ln. Total Pf Pn GG 48.29 2.635 0.0 9.500 14.849 to 120.0 0.0 0.0 0.0 FF 96.45 0.0269 0.0 9.500 0.256 Vel = 5.67 FF 48.73 2.635 1 C 1.0 9.000 15.105 to 120.0 0.0 1.000 0.0 EE 145.18 0,0574 0.0 10.000 0.574 Vel = 8.54 EE 49.72 2.635 0.0 9.500 15.679 to 120.0 0.0 0.0 0.0 DD 194,9 0.0991 0.0 9.500 0.941 Vel = 11.47 DD 51.30 2.635 1C 1.0 9.500 16.620 to 120.0 0.0 1.000 0.0 CC 246.2 0.1525 0.0 10.500 1.601 Vel = 14.48 CC 53.89 2.635 1 E 6.0 0.680 18.221 to 120.0 1 C 1.0 7.000 0.0 BB 300.09 0.2199 0.0 7.680 1.689 Vel = 17.66 BB 0.0 2.635 1 E 6.0 13.830 19.910 to 120.0 2C 2.0 8.000 0.0 AA 300.09 0.2200 0.0 21.830 4.802 Vel = 17.66 AA 0.0 3.26 5E 35.0 86,917 24.712 to 120.0 1 F 3.0 52.000 0.580 TORD 300.09 0.0780 14C 14.0 138.917 10.839 Vel = 11.53 TORD 0.0 4.26 1 E 10.0 15.000 36.131 to 120.0 1 T 20.0 75.000 5.050 BOR 300.09 0.0212 1 B 12.0 90.000 1.907 Vel = 6.75 1 D 28.0 sc s.a BOR 0.0 6,16 2F 18.62 240.000 43.088 to 140.0 0.0 18.620 0.0 UG 300.09 0.0026 0.0 258.620 0.685 Vel = 3.23 UG 0.0 6.16 1T 39.9 25.000 43.773 to 140.0 0.0 39.900 4.866 * Fixed loss = 4 TEST 300.09 0.0026 0.0 64.900 0.171 Vel = 3.23 250.00 Qa = 250.00 550.09 48.810 K Factor = 78.74 Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087