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Home My WebLink AboutWATER FLOW - 06-00307 - Madison Memorial Hospital - All Season RemodelState of Idaho JAMES E RISCH DEPARTMENT OF INSURANCE Governor 700 West State Street, 3rd F'Joor Boise, Idaho 83720-004_) Phone X2)08)334-4'70 FAX 4 X208 14-4-.-)'75 II_. Acting hector RSO `tate Fire Marshal PLAN REVIEW FOR FIRE S PRLN'lKLER SYSTEMS Equal Opporti(iiii,v Empl�)):t i- W FIL F� T AG. LSF C- T �,- r --,r7, I F I CAT:C, � 1 Alt! Q a - Ts:-F�--U COMM �VE 1 1 im Iz 7.1-f TO �n--- 8iAsl T' '60% A '2A QUA- ITV 4 Fl- F -1- R E PIRO- 14 R.=!) RE -1 NAMPA, A l 3687 t Sy FRI ea m '10 gg�V 7 U, r Hy a-"mAXIC. Cal AMEN& znx nm AlmftL p ra i wing P�a�� (2l;�j 4=€2_i3007 (208) 466-0006 Faxv (>_i)8) 466,78-9-0 • It E-NIAIL design(d)�sh'Hosprinkler.com 5XV751, lot M-1 _1; AW A A &A6 I I �, X4 INECEEMEEmbpAh, QUx...'r-r-yY FIRE PROTECTION 1404 FIRST STREET NORTH NANIPA, IDAHOP 83687 tow Alf I. Ph-(2�'3) 4,66-7890 .one 442-0007 (208) 466-0006 Fax (208 E -MAIL desib�W( 11 ENCOURAGE Nicz-1 G LF"F CXfCj i I A 16; I A 16; wl v I� W=i w MW it p am L 1 F !49 F 'Ja 1 tl 7: V 16 ir Ild �F li JL ' ■ `- a ML t K A INF M . OR 6 IN y�V � 1 = •.m 39 c1b 1111 0 0 At Fill I IN Ill 9 , r IP is Lo A LF �i kt IF 1 _ ■is k ' 1 N P% ■I b' '19 A � Y + i fig 00 : ■ Y -1 { i 211.- , 1 r ■_ I w ''1 - . 1� if * d INr '■ ' M.1 F` 7p IN - i 2b Tidy kc 111 06 -1 LE ON IT ft In LFI r OF ON MIL IF 06 91 INN A? _ 06 k 4 so m il & �■. L 1 j Id oil I v 1111 oil 41 .1 c rip I MIN W -ti11 r i 11 1 f jp 0 IN L Ni w_ eI a - ti. F * t _ �' v PR d6 Illm jw jr k�o _Ilk 35I ` f• 'r 4 �IL F 1! i ■ ■ . PIP1 a � .y l 6a 10 Pop 'r 10r ap gr 7 IF -S lb R it I A I . f: V Ill AAZ a III 11 1 _M. _ .' 1+1 'll ' ' ■ ■ -j■ . 1 ■ Cf. I ;� Vi. F 1 ` 1 +� = ■ it ■ ! `J - ■ a■ 7 1 ■ Irk 1■��■7 ■ 1 y ¢Ill �V .7 i r ■1 : 1 'VE _ �■ NEI a 31 �i a WON A wl v I� W=i w MW it p am L 1 F !49 F 'Ja 1 tl 7: V 16 ir Ild �F li JL ' ■ `- a ML t K A INF M . OR 6 IN y�V � 1 = •.m 39 c1b 1111 0 0 At Fill I IN Ill 9 , r IP is Lo A LF �i kt IF 1 _ ■is k ' 1 N P% ■I b' '19 A � Y + i fig 00 : ■ Y -1 { i 211.- , 1 r ■_ I w ''1 - . 1� if * d INr '■ ' M.1 F` 7p IN - i 2b Tidy kc 111 06 -1 LE ON IT ft In LFI r OF ON MIL IF 06 91 INN A? _ 06 k 4 so m il & �■. L 1 j Id oil I v 1111 oil 41 .1 c rip I MIN W -ti11 r i 11 1 f jp 0 IN L Ni w_ eI a - ti. F * t _ �' v PR d6 Illm jw jr k�o _Ilk 35I ` f• 'r 4 �IL F 1! i ■ ■ . PIP1 a � .y l 6a 10 Pop 'r 10r ap gr 7 IF -S lb R it I A I . f: V Ill AAZ a III 11 1 _M. _ .' 1+1 'll ' ' ■ ■ -j■ . 1 ■ Cf. I ;� Vi. F 1 ` 1 +� = ■ it ■ ! `J - ■ a■ 7 1 ■ Irk 1■��■7 ■ 1 y ¢Ill �V .7 i r ■1 : 1 'VE _ �■ NEI a 31 �i a WON Fj"Te Co.ntroj 2427 West Lake Heel Road Merid-an, Idahc RIF 4 /2,CB) j C Fa, kz08) 881-77,, , I A-0 Facsimile Transmission_ Frmyn.- Nick A - .ion To: 1; 9 h q. C. Shilo" Autoutaatic SpHrikJoEl-r', A+a.-tn.-. Lillie FAX-- 208-460- 7 890 Number of Pages Including Cover Sheet: Rgari'ng: �, r Ot6 A & RECEIVED 019-05-106 251144 llp�� 0-0 FROM- 2083877709 TO - P001/003 I 11 0 3 Nove m, ber 11 20C- za SECTION 211-301 - RR" SUPORE }: i .. J 'r'i U mr& N=Neus-L., 1"'n i i-ktdams A- Dralivings and general provi5lons 010 Com -act including General and Supplementarl Conditions and Division 1 Sift r this .■ 1.2 S UM A. This Section ire for T llowin 'lading systems: 1 We t- Pipe, flr—s-..Up-reserion spri-nkleTs, including piping,, valves, an -d aulomo ati sprinklers. .fir CT scar, a.-nd other Specqlal'Dj Z17ujpment P.,Taas - I arl pYr-----4aCt;0n S sternel operated by fire det6eoct.on systinrri, tnd mcnitcr y ' -er �. Refer to drawingsfor areas of Protection., and valve assembly �� °� - Detection., Pane is and Wrir-g of devices D'vision 2 l cRi ctri-cat. ing . f ct 'a -1 a the �}'1 Cw9 F Diivisjon" Semi n " r for cabinets and ire extinguishers. r in1 r" Jia Allarm, S or rm, deVRces nct in this Sectio 1.3 DEFINI-11-IONS A. 1 rPlans.: Documents, including cirawingsr calculations -r and matoeriai specification prcpared2cmrding to NFRA 13 and NFRPON, 14 for obtaining zipproval from authorffies having jurisdiction.. B. Authomy having Jurisdiction. The builladiffrog official, Engineer and the insurance Underx6ter, where pl il. SYSTEM FERFORMANCE REQUIREMENTS. A. Design sprinkler piping car i the following and obt21n apprcv2lNavin 4 j d + ti , . Obtain p al from the Engineer prior to submittingto other authon'ties Navin s jurisdiction. Design S rin l r the folToning preliminary 0% recluced `low ' Flow Data available at southwest side of the hospital. Static — 50 psi Residual — 40 psi (0 1 120 9pm I.,oMng Row information provided by Great Basin Engmet:,;nng on 10126/95 by modeling system with changes made to the underground supply 1i! Contractor is to �IRE-�U4aP1eRE"14N SPRINKLaRS a PIPING RE(",-EIVED C119- 15q,44 ,8 7709 TO - 211001 -1 '0 2 0 3 7 P4 m son, onl a Id=j �z 73� Adams. "F ON :f:L obta'n act -sl w infor,",nation a-54er under.::ir-ouind de.5igning tie fire spnp.kler system. 24 Includethrough�` - A z ep1ping. valves, and { Q. r Sprinkler Occupancy H s: Classifications: A � � � e. Office and PLbfic Aram- Light = =r _ Areas, Light Hazard. _t,ompulerroorns-, Light H- azard `,rry Reading Beans; Light Hazard, Rastauranl, Kitchen, and Bakery Sert/ica A# a . Ordinary Hazard, iMeuhanslcal E quipment Rooms: Ordinary Hazard, Group I. Building S - , Ordinarj Hazard, Group 1 lErml i Rooms: rr Hazard, Group . GeneralaAreas: r Hazard, Group . r ' r five Storage: Ordil Hazard Group 2, pvfinimurn Deinsity for Automaticr-Sionrikier Piping Design- As foll $vs: Group ■. i e1 ih '+� ➢�R" J i ncya • �1 over e r r '�c�Pf b. 'r i r- r* G IQccuuancy..1 p over - .r -S C. Ordimary-Hazard, Group 2 Cccupancyp. 0.20 gpm over Soo sq. ft. area* . Special Occupancy Herd: As determined by authcrifies ftmvingJurisdiction. 5. Maximum um 5 tee r-iaper IS nl r f li ws: . J g N -' # rd 9 i cies. sq -ft. . Storage Areas. sq. fti. Mechanical Equipment r 1 _ ft. ■ Electrical Equipment. a. 130 sq. fL. e. Shtellspace/Future tenant finish _d 100 sq 1. .ls Handling/Storage Are(e,.g. Critics). 00 sq ft. -/ %.W Areas * Ac=rding to NFPA 13 r Cho Gcxrporents and Installation: Capable of producing pip-Ingt 175-PS19 m1pilmum ' OTy i - rensure rating,unle5.5 otinerwl5eindicated. SYSTENI IDESCRIP 70NS A. Wet -pipe r protection riser and fire suppress I on sprinklers. Preaction Sprinkler System: Automatic sprinklers are attached to piping containing air. Actuation of fire -detection system in same area as sprinklersdeluge valve.permitti r 9 1 ding n r from sprinklers that have open C. fteeze scluton vAth c :. roved va 'jg aSSeMbiy for freeze protection of p1pingunheated a Spaces. 1.0" SUBMITTALS A. PradDara:(Factory Mutual Approval Required) FIRE -SUPPRESSION SPRINKL-2RS a PIPING 189 '171 7 7 0 RECEIVED 09-05-'06 25:44 FR CiN 21 0 S 3 TO - 211001 -2 . :T.Vr�� 'VE 'SUPPCIRTEA10 Lc -NC(., -Up i%I'FC Z L- -0 A 1A A Mm sm - �A mum �09 § M� •-- lwl A -12;a IfNUAI TTY `-R= PRo-i (:-T.%j F I RT4JR E, T 4 n 44z-aoa7' (ZOz4-5%j 466-0006 FaX (208) 466-7890 E-MAIL ki design(,.sJj,4Ij0sprij 4com ry T Y- r a U (AD 4:"R. I f -nu I ca t 10 n S Lover Sho e et Silo Automatic Sprinkler inc 1404 1st Street North Nampa Idaho 83687 PHONE (208) 466-0006 FAX , (2D8) 466-7890 Project Name MADISON MEMORIAL AREA 1 Contract Number e 1006020 Area C21CU12ted MH PENTHOUSE AREA I Calculated I. ANDERSON Date Filename: 1 00602-,WX1 Computer Programs by Hydraf [roc. Route I 11 Wand 31 rin; a _}� yr $ MADISON i\AENIGRIAL AIRF --A 1 Date G E E R T S U L 1 M A R y ro i t Poi e,--3 T-:1, Addie s s -450 EIAST MAIN ST Area alcial at i b Co -rat - r -L4 .ccr - Ca.-Iculated By n a" F1 ow Dertnan� pressure NIATION SHEET MADISON MEMO R 1 A, c., RE 'BURG 1DT-,H0 Drawinq No.- MH PENTHOUSE ARFZ DT ANDERSON Vires sure safe t.-- a r, 48 17 � � .T - 44,343 P - � l 1006020 8/29/06 ,P= '0 Dens i �_y - 0. ILI% GPM/SQFT 1 u 11 � i"est Outlet - FT T T s i e Hose Allowance DryPM L)e I Pat ion rhe" r M a T TYCO A Siorinkler Model Y T - F Tw n ler Size -1/2 Sprinkler -Factor 200 WATER FLOW TEST DATA: Date of Test -. T Time Of Test - Static Press S iu.l Press - 4 F-1 - 1120 Elevation - Test Lata - Source of Test InfrMpion L y PUMP m : RatedCap.- @ Press - El - - PER SPEC AREA REDUCED F Q - R. SPRINKLERS 0 17 M -AX C7 :-IT SO RT MINIMUM Computer Programs by Hydrates Inc. route 111 Windham TANK/RESERVOIR - Elev. - T . co CD w cc CZ) (Y-) 0 I I 0 >1 n Al is CL U) 0 LLJ 111 Ar J) (D < 0 4-j 00 < cc CZ) (Y-) 0 I I 0 >1 n Al _ Flov 5:3"I"ANDARD S hil o Inc Apg-� �`�� MiOR-11A�� MADI M L a Date Node Elevation cc 14 45.0 1 45.40 r1 500 I'� 45,0 1 , 5i. • 45.0 k 4,Ce 4 5. 0 w 9.73 45.0 120.00 45.0 20.56 45 r 120.00 45.0 18.0 45.0 1 P 25.0 L2S 25.0 TORS 10.0 R , F- HOSE 0. TEST 0.0 . 5.6 . .6 5.6 .6 .6 . -at i 1438 14.1-11 10,36 11.39 12.42 13.48 1.33 11,37 12.39 13.45 14.55 4 14.57 16.38 25.55 } 25 4.894 43.57 43.82 44.34 n r Z na P, Pa n ria 0.2 r1C n 2 na na na n na n n na na 1 '8290-L i r" Actual, i 1. .1500 120.00 7 l UU r1 500 I'� 1 , ! 150 � i ()'ti,.+ �. 000 18.9 _ .15001 � . 0 0 w 9.73 .1500 120.00 7.000 20.56 '15 u0 120.00 7.000 18.0 .1500 120,00 7.000 18.88 .1500 120.00 7.000 1 97'1 �f .1 0 120.00 . 0 20.54 .1500 120.00 7.000 250.0 The maximum velocity 8. and it occurs in 1he pipe between nodes 10 and I I Computer Programs by Hydratec Inc. Route 111 Windham Fne-all� ,-, t n h J I t,.,, 14 4ar , SprinKl 1 n 2 C P a g es NIADI-S-'ON AAENIGRIAt. AR'A Date Hyd : Fittlh g Pies Pt i . of I - Fmg'Pe Pv tis:; .. n, Ti1 14 21.23 1,610 1 T 8, 0 0.950 1 3 7 ED to 120 0.0 8.000 K i -actor -OU rl -..._... -- --- . 0 . .1 . . r-__- 1 91-1. L T537 _ Factor 12 21.26 1 � t I 20 21-26 0.0181 . 0 21.26 18.02 1.049 to 120 .1 072 ij 16.90 1.380 to 120 �.1_-_t�� 36.92 0.1064 10 19.73 1.610 to 1 56-65 0.1109 1 ..' 2.067 to 120 T U.0 14.408 0.'0 8.000 0,0 .0 8.950 0.162 9 77 K Factor = 5.60 14.570 K Factor 5.57 0.0 9.660 10,356 9.660 1.,036 _ 16.69 9,620 11.392 K Factor = 5.60 .0 0.0 0.0 9--620 1.024 Vef f-.92 0.0 9.620 12.4 1 -- Factor ,60 60 . . . T0.0 9.620 , 10.0 8.670- 13.483 K Factor = 5.60 0 i . r -T - ----77.22 18,670 77.22 14.570 K Factor= 20.23 18.00 1,049 0.0 9.660 332 to �1 5.60 . . . .---_ 18.0 0.1070 18.38 1.380 0.0 9.620 11.366 .� _ 36.88 0.1061 --- 9.520 1.021 v --4 -- 6-59 .1107 1.065 Vel 8.92 t 8.670 13.452 K Factor 0.0 18.670 1.085 Vel 7.37 - to 120 00 12.330 14-537 0.0 0.0 0.0 98-36 - --- �_. _ . 12-330 0.033 I = 2.21 to 98.47 4.26 3E 13.167 120.370 14.570 7 120 1 T 26.334 65.835 7 1 9.w? 6.8 3. 0.0097 0.0 186.205 1.809 Vel = 4.43 0.0 4.26 2E 13.167 25.790 16-379 to 120 0.0 MP 196.83 0.0097 26-334 8.662 P 0.0 4.26 0.507 ._-Vel = 4.43 117.620 25.548 120 19 15.8 160.63 196-83 0. 00,97 0.0 278,258 2.704 Vel = 4A3 Computer Prc)grams by HydratecInc. Route 111 Windh@m N.H. USA 03087 14" r S A.- I A' r. , .fl Autorna'jc fpr I nc Pag. e MADISC�,] 'MORIAL Al:,�v":?`A 11 2906 Hyd. Dila. F i --.ti n g Piue F- D, PICIT or Ftng S Pv TU L -L ucta, I L 2- Sz A .260 0.0 15.000 to 1210 0.0 .-TORS 196'.83 0.0097 0.0 15-.000 TORS 0.0 4.260 2 E 143.167 rT r- LO 120 is 15.8 42.4134 BORS 196-33 0.0097 -- - 0.0 57,634 BORS 0.0 8.27 3 .4, 68 79..00O to 140 IIG 6.326 34.794 H 0 SEE 196.83 0.0003 0.0 113.794 4 HOSE 250.00 8.27 1 E 28-458 '364.000 to 140 1 G 6.326 3 4.794 TEST -1 446.83 -- 0.0013 --- - - 0.0 0.0 446,8 28,252 6.496 0.146 34.894 8.114 0.560 F*x-gid loss Vel 41,43 X3.568 0 .'M?- 17 0.033 Vel = 1.18 43,818 Qa 250.00 ■2-67 44.343 j -r = 67.10 Computer Pro g r@ ms by Hydrates Inc. Route 111 W nd ha m, Project Name Contract Number Area Calcuiated Calculated By Date Filename v --4 am a u 3 M P'"% 19 --- atr Silo Automatic Sprinkler Inc 1404 est Street North Nampa Idaho 83687 PHONE {208} 466-0006 FAX {208} 466-780 MADISON MEMORIAL AREA 2 100602Q 2ND FLOOR NEW AREA 2 N. ANULKSON Y 8/2'9106 Computer Programs by Hydratec Inc Route 111 Windham N.H. ti C ;S P fi I rk MADISON M SI G E N E A L 1 A R Y Project Name Profa e c �. e- s s - Area Calclila"=d- J -.q t r t -1t - 6 D mal— - d pr s urm .- YDIR-A�T L ' C DESS, 'II 1 , `!014T i A DI SON MEMORIAL AREA 2 Cont-ract To. - d5Q EAST IT ST - I D H --a FLOOR NEW A -RE 1,AINTTTIT N. ANDERSON @ Demand Flow Pressure " " X9.324 PSI - 43-285 PSS - 039 W A T E R P P L Y WATER FLOW TEST DATA: P LSP DATA: Dfate of Test Rated Cao . T --..e 7 e S s 1 - _e Residualv. Floe - 1120 E 1 vat ion Test Location Soup c lff Test Information - PEP, spEc AREA REDUC7D AOR Q.R. SPRINKLERS T T9 0 0 SQ FT MIN-1 MUM T E S P � a ge, Date 1 -9/29/06 -PP-5 Ir 5 'kwet Dr Deluge -.r-" e act off. Other TAiNIK/RE SERVO I Cap. - Elev. Computer Programs by Hydrates Inc. Route 111 VV'indham N.H, USA 03087 082900 DATA: Hazard Classi--�---t-:O-n LICHT HAZARD Densit-70.i GPM/SQFT- D RernoEie Area Size -9 8 1 SQFT JJ Maximum. A-- a Per S �a.� r i. n_ L z� � j �iaa -182 a F T Elevation at HighesL utl - - 25 FT HosAllowance GPM Outs Hose Allowance-- 0 GSM T Rack Sprinkler llo-1-1cE.;-� GPM -inl r Make TYCO r i ' e -r Model i - T- F T r ,rile r Size 1/2 1. 1 ` ex �}s y •�$ 1,q� 4.r �N - t rinkl r Temperatume W A T E R P P L Y WATER FLOW TEST DATA: P LSP DATA: Dfate of Test Rated Cao . T --..e 7 e S s 1 - _e Residualv. Floe - 1120 E 1 vat ion Test Location Soup c lff Test Information - PEP, spEc AREA REDUC7D AOR Q.R. SPRINKLERS T T9 0 0 SQ FT MIN-1 MUM T E S P � a ge, Date 1 -9/29/06 -PP-5 Ir 5 'kwet Dr Deluge -.r-" e act off. Other TAiNIK/RE SERVO I Cap. - Elev. Computer Programs by Hydrates Inc. Route 111 VV'indham N.H, USA 03087 082900 DATA: (D. tD CL M m C\l 00 cc 07 co C1,14 C5 T-- + (n CD Q) LL fL,� E E E P cu > LU U) U) Q) (D N 0 CD M M 1: 12 CD CD 00 CD C!) CD CL Y) V) CD C) CL C\l CD LO qrT a) cn U) V) OL LL >-, CL M cu 0 ul cn CD (D CD o C) (M CD CD CD CD CD CD CD C� 00 P,-- co U-) %it co CL Lu (n U) r-_ co CD LO CD LO, N L) Ul < < 0 E C C < 0 0 0 < CL M m C\l 00 cc 07 co C1,14 C5 T-- + (n CD Q) LL fL,� E E E P cu > LU U) U) Q) (D N 0 CD M M 1: 12 CD CD 00 CD C!) CD CL Y) V) CD C) CL C\l CD LO qrT a) cn U) V) OL LL >-, CL M cu 0 ul cn CD (D CD o C) (M CD CD CD CD CD CD CD C� 00 P,-- co U-) %it co CL Lu (n U) r-_ co CD LO CD LO, N Press Ure I, ; r'low Summ,-awy - STANDARD ix -N ut. 0 M a t J C r r11< e r MADIkSON MEMORA' ARE -A 2 T CA D,at -ft-Ir 08290 +\7 d E I U v - D t C w 0. 25.0 .0 Stu a 25.0 5.,--, 10.6 D102 25.0 .0 10,56 1 03 2 %5a 0, 5.6 15.42 D104 25.0 5.6 12,11 D1 0 25.0 5.6 15.8 DI .0 5.6 12.09 D-1 07 25.0 5.6 1,0-7 D108 25,0 5.6 13-55 13 25tO16.27 7.000 n t I'D 1 8.00 10.93 L 25,0 1 . 8of .} f ' 14.4 7 26.0 n a 15.89 25.0 16.86 25.0 17.26 1 �O 10.89 2-5.0 12..83 3 25.0 14.38 5.0 19.1 Y..a 25.0 19,13 25.0 19,56 MP .0 25.92 L2S 25,0 27.79 TORS 10.0 34.4' BORS 0.5 4.2.87 HOSE 0.0 4,d. TEST 0.0 43.29 D n 4 ? ve Area a na 1-3-24 . 1 000 182.00 7. 0 0;n` na 18.2 .1 00 182,00 7. 0 00 I1� 21.99 . �; UU 182.00 1 Y Yl yd .n2 19.4 9 .10 Q Y 132.00 7 000 na 22.26 '1000 j 7,000 na 19.47 .1000 182;00 7.000 na 20,63 .1000 182..00 7.000 n t , loco 1 8.00 000 n n a n a n a I L 1 1a n a n n a Y1 1 L 12, n ' d J a n a 11a n Y 1 n 100.0 n The maximum velocity is 12.52 and it occurs in the pipe between nodes 12 and 5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a a c Sor'nkler ip.s a Page .Ij IC 18.24 1.049 1E 2.0 io 120 . 18.94 0.1097 00 .0 18.24 D1 02 18.20 1.049 ' to 120 0.0 1 13.2 0,1093 0.0 1.000 9000 1.000 10.604 0.0 0.329 10.93,13 1.000 10.562 2.000 0.0 ,000 0,228 F=actor = 5.60 Vel = 6.77 K Factor = 5.52 K F2ctor = 5.60 Vel = 6.76 i 18.20 10.890 K Factor = 5.52 D103 9.11.99 1.049 1 2.0 1.0010 15.4.E1 K ,actor = 5.60 120 0.0 2.000 0.0 21.99 . 1 0 0.0 3.000 0.65 Vel 8.16 0.0 21.99 15.886 1 19.49 1.049 1 T 5.0 1.000 12.107 to 120 0.0 5.000 0.0 1 9.49 0.1 0.0 6.0000.744 . 0 19,49 12.851 K Factor= %50. . Factor s 5.60 Vel = 7.24 K Factor = 5.44 1 LIJ 1.000 15.798 K F2ctor= 5,60 to a te 0.0 2.000 0.0 2 2.2 6 0.1587 0.0 3.000 0.476 Vel 8.26 �f r�LD i a aT ng 110 J pe _ Pi. Pt 16-.274 K PF actor = 1 06 19.47 1.049 R tso f 5.0 1.000 12.092 Ftng Pe Pv 120 L1 L 0.0 i� •. � . Ln. . 19.4 .1 238 0.0 6.000 0.743 Vei = 7.23 0.0 IC 18.24 1.049 1E 2.0 io 120 . 18.94 0.1097 00 .0 18.24 D1 02 18.20 1.049 ' to 120 0.0 1 13.2 0,1093 0.0 1.000 9000 1.000 10.604 0.0 0.329 10.93,13 1.000 10.562 2.000 0.0 ,000 0,228 F=actor = 5.60 Vel = 6.77 K Factor = 5.52 K F2ctor = 5.60 Vel = 6.76 i 18.20 10.890 K Factor = 5.52 D103 9.11.99 1.049 1 2.0 1.0010 15.4.E1 K ,actor = 5.60 120 0.0 2.000 0.0 21.99 . 1 0 0.0 3.000 0.65 Vel 8.16 0.0 21.99 15.886 1 19.49 1.049 1 T 5.0 1.000 12.107 to 120 0.0 5.000 0.0 1 9.49 0.1 0.0 6.0000.744 . 0 19,49 12.851 K Factor= %50. . Factor s 5.60 Vel = 7.24 K Factor = 5.44 1 1.000 15.798 K F2ctor= 5,60 to 120 0.0 2.000 0.0 2 2.2 6 0.1587 0.0 3.000 0.476 Vel 8.26 16-.274 K PF actor = 1 06 19.47 1.049 1 T 5.0 1.000 12.092 K Factor = 5.60 to 120 0.0 5.000 0.0 19.4 .1 238 0.0 6.000 0.743 Vei = 7.23 0.0 ■ 12.,835 K Factor= 5.43 1 07 20.63 1.049 1T 5.0 1.000 13,573 K Factor = 5.60 to 120 0.05.000 0.0 12 20-63 0.1378 _.�. 0.0 6.000 0.827 Vel 7.66 20.63 14.400 K Factor = 5.44 Chi 08 20,6.E 1.049 1T 5.0 1.000 13.554 _ K Factor = 5,60 120 5.000 0.0 . __---.-20.62 _ x.1377 6~000 0.826 Vel 7,65 ■ 0 20.62 14.380 K Factor= 5.44 13 22.25 1.049 1 T 5.0 1.240 16.274 to 120 0.0 5,000 0.0 2226 0.1585 0.0 6.240 0.989 Vel 8.26 . 22.26 17.263 K F2ctor 10 18.24 1.049 1 E 2.0 15.480 10-933 to - to 1 2 0. 2.000 Vii. 11 18.24 0-1097 0.0 17.480 1.918 Vei 6.77 Computer Programs by Hydrates ins, Route 111 Windham N. USA 03087 Stanrdard Jn A i j ToMaLit 1 7 4 1 C h/lADISON NISMORI "I AR -A 9 ag Date 082906 I r•8 1 .380 0.0 L 4.000 y d. Qa D i 120 0 e F P t R e f. Ftn.g's Pe Pv Notes Point Qt T r Plfl L--� L Eqv, -r --, I I otal 77j; Pn 1.38 1 T 6.0 13.050 -r . w C. in 120 0. 0 -,000 0,0 I r•8 1 .380 0.0 L 4.000 LO 120 0.0 0-.0 0.0 37.72 0.1106 0.0 14.000 1 4 G vej '42 20,63 1.38 1 T 6.0 13.050 -r . w C. in 120 0. 0 -,000 0,0 -5 58,3151, 0,248; a 4.727 Vel "12152 0.0 .0.0 58.35 19. 127 K Factor= 13.34 7 21.99 1.049 1 T 5.0 1.250 15.886 to 120 0.0 5.000 0.0 21.99 0.1 X50 0,0 6.2 %'-;f 0 0.969 V;-% I= 8.16 8 0.0 -11,38 0.0 10.0,00 16-655 to 120 0.0 0.0 0.0 2,11-99 0.0408 -0..0 10-000 0.408 V I I 9 2 2" - -26 1.38 1 T 5.0 9.430 17.263 LO 120 0.0 6.000 0.0 -6 44.25 -0�1487 0.0 "15.430 2.295 Ve= 9.49 0.0 44.25 19.558 KFactor= 10.01 1 18.20 1.049 1 2.0 15790 10.390 to 120 0.0 2,000 0.0 18.2 0.1093 •- - 0.0 17.790 1.945 Vo I = 6.76 2 19.47 1.380 0.0 13.990 12.835 to 120 0.0 cio 0.0 ---3 --- 37.67 0.1104 ---- :0. 0 13.990 1.545 vel = 8.08 3 20.62 1 a38 1 T 6.0 13.050 14.380 I LO 120 0.0 6,000 0.0 +-F29 0.2476 0.0 19.050 -----4.717 = 12.50 4 0.0 3.26 0.0. r 8.00019.097 to 120 0.0 0.0 O.C) -5 58.29 0.0038, - .LJ 8.000 0.030 Vel = 2,24 5 58.35 3.26 2E 9.408 12.910 19-127 to 120 0.0 18.81,5 0.0 6 116.54 0,0136 0.0 31 .725 0.431 Vel 4,48 6 44.25 3.26 3E 9.408 210120 19.558 to 120 IT 20.159 43.382 0.0 m P 160.8 9 0. 0 224 6 --- 0.0 258-502 6.365 Vel 6.18 m P 0.0 4.260 11 E 13-167 11 ,,080 25.923 to 120 1 B 15.8 160-638 0.0 L23 160.89 OT0067 0.0 278.718 1.865 Vel 3. 6%2 L -2S 0.0 4.260 1E 13.167 15.000 27-788 to 120 0.0 13A 67 6,496 TORS 160.89 0.0067 O'L 0 - 28.167 0.189 Ve� 3.62 TORS 0.0 4.260 2 E 13.167 15.500 34.473 to 120 0.0 26,334 8b1 14 Fixed loss 4 BOBS 160.89 0.0067 0.0 -Vel 41.834 0.281 3.62 BORS 0.0 8.27 1 E 28.468 79.000 42.a58 to 140 1 G 6.325 34.794 0.217 HOSE 160.89 0.0002 113.794 0.022 Vel Oa96 C om p ute r P rog rams by Hyd rates Inti Route I I I W-1 nd h arn N. H. USA 03087 , L- a -- -9 & indar R n al Ul2-tJklll ;D 6ic Sycrinkieri- inc 1 0 MADISM 0 R, I A L AR E A 2 -te 0 8 2219 0 6 O, D 3 1. '41-1 Y dt IQ -a 0:1 a, i 1j n g Pipe Pt Pt Ov or Pe Si I Poini Ql P 1r,-�L c:qv. Lin, C-tal P Pn; 8.27 to 140 2 16 0. 8 0.0005 TEST 110 '7 1G 6.326 36b �.JGQ i 0.0 f 0.0 367.326 U4173 mcmn Ile, ;30., - -,I i Qa 1 Vel = 1.56 Factor - 43.2875 K F; a c t o 3 9., O"r) Computer Programs by Hyd-rates Inc. Route I 11 Windham N.H. USA 03087