ML20101M520
| ML20101M520 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 01/05/1996 |
| From: | Harrison D MPR ASSOCIATES, INC. |
| To: | |
| Shared Package | |
| ML20101M505 | List:
|
| References | |
| 102075DHH02, 102075DHH02-R00, 102075DHH2, 102075DHH2-R, NUDOCS 9604050428 | |
| Download: ML20101M520 (41) | |
Text
{{#Wiki_filter:At '; MPR Associaten. Inc. PR 32o xies s><e. - Alexandria, VA .2314 CALCULATION TITLE PAGE Client flot2;pg /2 ;ygg 0 cogpo g y,g,) Page1 oft /'/ Pro)ect ggy,gy gy Qggyzgyygsj gygz(gy,ggzg Task No. Mt:rGUp TA/JK GGGSSuf!! VS. LEVEL l0E*O?f Calculation No. Title (4gg a (OSS jy Spigy py gjgg5yp pyg,p g7gp,
!O20750Nh'Q1 Preparer /Date Checker /Date Reviewer /Date Rev. No.
~
9N " T'- Ifkl9Is h hf ; , ,Q \ e l i i l l 1 5
\
4 l l 9604050428 96G404 j DR ADOCK0500g2
4 ,t f I; MPR Associates, Inc. ~~ PR 32o x'"a street Alexandria, VA 22314 J RECORD OF REVISIONS Calculation No. Prepared By Checked By l0 076dUWO2- ww$ &lb l Revision Description 0 &t}ipafl$wl y h wy 6'~, !996. l
)
O I O l i
A
<i '-
MPR Associates, Inc. 320 King Street Alexandria, VA 22314 b Calculation No. Prepared By Checked By lo:07SbMMOL W./m i h0 llEi]O Lo6S /Al IBlu67 70 wrfop puur now
/. Punose
'ilu purpou ci ffa ultula% is k gemsb. % loss th khl i luo d &< Hu 'Clow Acm Ha t?w6r k Ha point e le.tL
&k W kw h3 He we k c up kk . L < gs.v.-l 0> ,'s u r wa y.t yI Hu c p it w it c!: w celuwa % tL; in Ha skch c-tuq< 5 k lu.e d locsa soc triculab d 4< dosc TF c.i 16 tcutid $7:rio'+. Sou<< Gs/eula 6ok h/99. con P.w: (fW / .) l In fl< c / ca s c. ' \
l Vio w f o w t$ w ? T fv I%ith d reducing Ga = M9/ gym l' low 6cm kt to nwkco : Q 'ila wake, hwpci.o fw.< < * % p pump /ddoo ik .4)w k loo'f speksngpm
- i i
\ 2, fuAnu ry or /feuws fs, fla sprei-%' cova'M'cuc, //ie es/a,/sb] /m in I hYol luod hem W l!bH7~ h % hrsh op Yse.l hk in 1.5 : Tolo/ hesc/ /ou =
/ /, f 90'/A (f wi% si loo'i=) l
//tes'lcu in I4lnpyc sed thepr/. %- IS)Vid
! 4c h % /,irpope = 4',0608 G l
Noo'lossik b ik (spt. how caflo?)' dec h /ri ju pc i.d = 7,8 0 9 4 4
- O o
T i ,se t-MPR Associates, Inc. 320 King Street Alexandria, VA 22314 lV Calculation No. Prepared By Checked By
/0 075bHHo2- /hy.,u v3&f)
- 3. Suuudy of Alemooo:.o6Y i
M $ff(0$L Ydl*]Y i !l,t;;H f Oh,Y N hub +4 hfl' OPY f.,1 t/l Ahp 1,m %d on % froevings '/is/cd as A 4 rwa 9. i
'T/u losses dia h p r oddie % iL % pply or d W
/osses is & ecmposar : (t/ bow vsk>, wp h , )diu,ded y c la r/p & /
fron, +h cowas idis&d. % to/calo% is ihin Hv hilousu, ccekr.a i f)efetnd:rsNc.r c)/ ,/ is'd (?lchu ?Q(lW [LiG V) dcd!!mtuo% do!>(pr,vnf los5 wfinar f5 (Sed. d
* /2ipid p buyMes aud scerpc.uv.4 (%'. C
'ilu difaibd ni nw,ical suwwwy is povidedin Hu spudslutf h Mt. ( Jiyuudek 4 1
1 0
1 1
... i, I MPR Associates, Inc.
320 King Street Alexandria, VA 22314
'v' Calculation No. Prepared By Checked By
/0207SCW//o2- hWan htd
&WOAATic oF Sy3rcu D. '/) 5" 7=7 ),
3, 7'" l T = 100y
> T= iss ar
_ _ = _ - - - HA {. , Y - elev = 120.5 4 - 1 i
=0 Q, = 'l !?/ gpm m
i i V e l4fspE (200 6i.'P'P'run )41(r/: ies. 4a. 5, dx; [ . .- p 1 (, clev = 4to45-l s v jy, g,g p 7M h/S00/F" to. kc '6 (MopsuaioQ x Qt = 13fl + /5 05 = 3d f / 7pm
$s e .,
MPR Associates, Inc. 320 King Street Alexandria, VA 22314 C) Calculation No. Prepared By Checked By
/0 "o?CD////02- hajvs Y&id
- 4. Ricnou /%croAL Tin (m%1 Ackr Gr Ha fickon loss in Ha tdl/ be hased on Hu. ba wl* lW'bh I""""9) A'"*p,pe l'-
~bg dr luo) loss
= { O9 'bY \
or, i ' ups:urdin pe: Son /o+s ( 'W/'n = ) 1 bRc* l'hbD g O tub::, { u Nu dich fchr (ku. sic:&gs) p4 H:-t twpht diusis lb /G ') l Ha 9:ovi%%s/c,c.(:tso' ( 32.i7y #de ) 3(. isis Ha lcuri k< i flu neu (G) D i.s W pybc. nv!'dt c(Joisv !' " [ fl ) V th Hu cus:a.;. ufch ils ilupyu (dace ) Th< f u eik 6u hv Gottbn>ok e9acditm? ' (, wil be dJenv6vd A S = - o,P(, ln h 4 f 51
\
3.7 Affi/ lybts c, Ak 4 $ynv/cN /k. , VD y = K'ivwde USw'h' I 9 r % g O gr h8 k l ddenuen 2-r, 4r trample. AC 4page /7f. ego +fY l l
- MPR Associates, Inc.
320 King Street Alexandria, VA 22314 Calculation No. Prepared By Checked By
/ 0207Sbl///O'Z- /h/by y~ 7&LL.)
6 is nu sbsstu b ivuy isus t s, 4 Mr tommnics/, irtw 6/a/ptpc & i;, issuaHe, Ygiu. l cs 0.000/5 4 (44nuw : ,ud .y ) i t bl f, b1C$G14 (CWktL V Y
/5 d VA lk d h Y 0 51'M G lllO ble k k coli c th ia s /4,'/ ulok Sr f Le is /;//owiuy tup i
i
MPR Associates.Inc.
- Page [
320 King Street, Alexandria, VA 22314 Cale: 102075DHH02 Preparer://///sv~gW Checker: M/d Print page 1 (q f DETERMINATION OF FRICTION FACTORS The dynamic viscosity of water at 100F and approximately atmospheric pressure: p := 142.010 4 .lbf ** Ref. 8: ASME Steam Tables (1967), Table 10, page 28010-20 psia,100F A' The density of water at 100F and approximately atmospheric pressure: Ref. 8: ASME Steam Tables (1967), Table 3, page 131,15 psia,100F p:= 0.01613 3g The Idnematic viscosityis then: v := E- v = 7.36910 - p see The absolute roughness will be assumed to be that for commercial steel pipe. Since the piping is stainless steel, ) there should be little change in serivce. The value is the one normally identified with the Moody curve (see Streeter 1 1 2nd ed.. Reference 4, page 183, for example) e := 0.00015 A The friction factor, f, is determined from the Colebrook equation (see Reference 4, Streeter,2nd ed. page 179).
.I_m.0.86 in +
[f (D 3.7 Nrdfj where, D is the pipe diameter, ft Nris Reynolds Number 14-inch nominal oloe: Q y ,9.9g4,,A-i D := 1.1042 A Q := 4291 y, Sal Nr := Nr = 1.496 10' i en 92 see v x- : ! 4 J 1 Guess value g := 0.01 f:= root 0.86 in
+
1,g f =0.01384
. ( (D3.7 Nr h) hj 1
6-inch nominal oloe
' D := 0.5054 A 8"I V:= O V = 6.664 - - Nr := Nr = 4.57 10 8
Q := 600 en D 2 sec v x-Guess value g := 0.01 f:= root -0.86 In
+
1 f =0.01667
( (D 3.7 Nr h[ h ,gj O i i Mathcad PLUS 6.0 PIPEDP.MCD 3:38 PM on 01/03/96
,' s .- ,
. MPR Associates, Inc.
320 King Street
- Alexandria, VA 22314 Calculation No. Prepared By Checked By
/O:Ot!*DHU02- / kg/w a -13/>J
[, douMo/L)E7J7* LOSS doEff/C/E717'S
'fi4is Secb'oin deVctopS Nu $pto'I hcoc/ lo$6 totSc/d0ls for thc dompow1/S in Htt Stysicm etclusisc $ iks St>ca'<jM pipc. itloft Htat Ihac coe{&&n/s iutospors b Hu.
fichau. lossa as port c; Ha fofo/ loss; causcpaut(9, ' 0 is nof luassory h /velus Hu leq.gM oj Hu floo) paHi iv> Ha Sichon loss didnm'noncu. In e tudde,puuva
& sed teAnuas/, Nu as simp Gnu (6/t Anuuwthods) pic or/bibd as<d' iii cuch iGr comnou eowpowds such as ellone, 4//y op:s-sd pa in s, o n / Saa'dc e & p tes t d 'ost s fs~ e 'h'u & p/~/ow /In o u-qk des s , & no t e corrp/u sba' w //un's ol m,'//rr (&4ww 5) sw osd. Tia chuk usfue
(% usis1anu a hssedce /<d ww/~'s ss nj:or/k/ 49 F M .T & & 4xuci /,. . O
l
.- MPR Associates, Inc.
320 King Street Alexandria, VA 22314 Calculation No. Prepared By Checked By lo2075pl/Ilo2- hb/Abnn 'f0?b.]
<, B M T Ex N l rhe exN uit h a ssunud A be a //us4, disrp edged ennsua, sud s yatu.e q' t= d,c a// sc w<d (% 4 4reua 2, p d-if ), -
l Nu twksua touid ndua % cow.n.>Ase; ' K iounding heaaw, Me s)Vonk d+swiu; eliow a porke sup/>ms,ou ; gh u t htrd, /]v/ C}o nor' cAA>u }lc ccPAj+vmNou , flu Ar// loa /T> a. tle oop ev hsuo n sssum.ed 4 nccourf br , lb5 Ottt cFYCHh , e C
.. MPR Associates, Inc. .
320 King Street _ Alexandria, VA 22314 1 Calculation No. Prepared By Checked By Page // IQ20*?SbH402- / w/ i ,-- $d D h 4 Etaows. 9C * '7kauqco or bu YMic/cc/ fh of Hun did .) d l / = /. S en u (/ s" 2 , mp-n ) h 90* K = I'/ f., irlan (r i. e, inn i,, m 1 sie - pir ri
/Jol'c Heaf bo/h /6/ aucl $ t/boh's bsic W :/af; har l'/- m *
-f7 = .0/5 so K = t'/ x . o t? = OM b-m {T ~
.0!S K - / </s.0 /S = 0. 2/o
</5
/( = [Y)-/ ) [0.25 rrh G +0.fK) + K w/> eo e n = trum6er e>/ fo %bds = f/z.
r/d = /. S on d K = /'//r*
/( = (l-/)(0.lin{7 /.b~
- 6.l /Vfr ) + /Y{T
/( = '{ (/, /78/[7 + 7(7) + /Y(7- =
9 9/ (-
/</-10 /( = 9 9/, *' . 0/3 = Of9 !
(, -in K = 9 9/ r . oir = 0.199 So of/ar MkW/4CC CoVVelf MM e/$o 4045p// col for t/ bold lD$$dS*
/ t$o/4 m MMS 7hos< usettis ok /metu&duir subsaf(ian/
p{ //o (6 Ares < cl io) aud /hi//cr &4wuen 3) itsa//is, rapes.loss
; tse(debef.s gewo(/9 4tver flus <. & *JoM t<o/tus . /?cuau f1 AG k'd<.sinod Me ej Me 60sa-/wc/ Vola.ec ond 6eesuse /by n
O on sonviv/<o/ervsisvorW cony >wvd h e/4e in/ Ads My W// be. tw/in //u.o/ca/*/taus. l l
MPR Associatzs, Inc. MMPR 32o x'#a street Alexandria, VA 22314 Calculation No. Prepared By Checked By
/ozo7tbiwo2- hlw - wad Ik (t!<4reua t's ) p><wds a com/o% far Hu Malpussinc loss ik a smooth bend, kg, as (/n. We ( rf )* > ft.
lQ = 0.002y / cc 9(Nj#f)## i kk ot a w.1oYou f $4o/ depeech on Goed !2/r. 9: bend au9 cI , 4r dcenes. A/,, = teey no /di hv m ier ff = ndias i,/ cown/:n; ej & den d. y = iissah endwe ejfh p ,hc.
~
/or /on g iso <u s cliwev.s e = /,5.:r n. Aq = 3. 6
(} ' Av 0 c Yo
- ac = 0 9 5 " i7,2 ( 9,.) ~^%
fn 8=Y.5 cc - / + /Y.:(se/,.) i.o
/4 dc%c //.e /sto/ loss cae(Sciceiss 4//ows k'= ' =L.L tv/ure { f' : 6 4/ lacd l'ss k,,
j , No's e<pnssian n evo/uaf.ed 14e & 6ys/o/ //ner
/V ou/ 4 iceA p&se en IV psjuy /keJdtod.
Je com/rored /o & drosu (psgc/d 2.).
/%A 90 ' , //o X= 0, / VB }$7a,o./VE- n,,9 desou K= 0,i9 z ) 0 '!2 V5' Ho K= o.o93 s y,, = o_.gf , ,,,2 D-osu /(: O, 12 9 0./29 do Ar Ha iVin pQc No k cor></o A'cu 9/Ves loutr lc by k -2f pec u nd
...?
d MPR Associates, Inc. 6 320 King Street Alexandria, VA 22314 I Calculation No. Checked By V repared By Pagel3
/0207[bHHO2 6 v < ~ O/1)
Jim,hrly 6 d-miA p>Ne , 90 ' /k % = 0,/75 f 7,;= p,93 Crasu K = 0.2/O
'f5" /4 K: O. N'/ 4Ao=0.7y Gow K = o. iv 9 do 6 4 mc.b piju /h's eonclad'rH Qiks low' k by about 20pesuus'.
i l () I l
e MPR Associates,Inc. Page /Y 320 King Street, Alexandria, VA 22314 a Preparer:[L . /Mm Checker. -/M/d (q) Calc 102075DHH02 EVALUATION OF ITO'S EXPRESSION FOR ELBOW HEAD LOSS Printpage 1 This is an evaluation of the following expression from Reference 10: k(a,0,NR,R t ):= r 0.00241 a 0 R N ' ' -(Rr) For al ebows the radius ratiois: R , := 3.0 (This is a R/D of 1.5 for long radius elbows.) For 14 inch nominaloloe NR := 1.49610' 90 Degree bend: 0 := 90 I# a := 0.95 + 17.2 R / k t(a,0,NR R )r=0.143 45 Degree bend 0 := 45 a := 1 + 14.2 R[Id7 k t(a,0,NR,R ,) = 0.093 For 6 inch nominal oloe s NR := 4.57.lo 90 Degree bend: 0 := 90 1 96 a := 0.95 + 17.2 R J k(a,0,NR,R ,) = 0.175 t 45 Degree bend 0 := 45 a := 1 + 14.2 R[3d7 k(a,0,NR,R t ,) = 0.114 O I Mathcad PLUS 6.0 ITOELBO.MCD 3:44 PM on 01/03/96 i
MPR Associetes, Inc. 320 King Street Alexandria, VA 22314 Calculation No. Checked By U Prepare,d By Page /j~ l
/02075bHWO2 wnn O LJ
/h,'//ce {/adecu c_<. J , p fo ) s'n Ef. (Y/ p>vvi&s e of dend loss Cat 49eduf ss et Amt A'en y rN sool & dead cupk 4, a A nolds y numJee g /b.
180 , j ,,,, ,p,, ,,, , ,
\, , , , ,
0.4 0.24 .24 150 _ 0.8; 0.18 _. 1.0 0.6 0.3 0.20 q 0.20 l N NN s
// /
J////
/// ** ' 6
** / /A/ '
- ~NN N
/// / / As?/ N NN
'// / //V NNN ,
N 30
'///// -
NN ' 50 ' ' d} / a O W 0 *H 30
/ w g
/
i , s .
. g. .. r en
'O ' N i \
x _ Ks = 0.02 10 0.5 i N ii i i e i i \iii { 1 2 3 4 6 8 10 t I
, rid 4
Fig. 5.41. Bend performance chart - circular cross-section (Re = 10 6) Se Au coucNeus A's = o. t es Kyg = 0.oer Tuse va ha b nn lotver +hou obfadud by flu 6ow (4t* z ) iwMod ( (ve a// 4 ru*th r/ bows ou d
- VS* IV 4 t/ dows. 'T/g potws & N-iu b '
ethms ort essedb//tj MtSanu,
( l
~
MPR Associates, Inc. MPR 32o xiao sireet Alexandria, VA 22314 (m) k' Calculation No. Prepared By Checked By l
/02076b////02. A//Artr ~ Wh](J g* 7cc s.
/4x/f_y4 (khetu.+, Ge (ri) (bras.et, ,ci w )
l mi//er (&& epa kCA.13) providc6 a nuMoa h 9d Ma pressurt chau.p t strem a 4c, tnM Ooa> out a rebu d Sigt brauct, The arrouginu>:t . 4 ss show ti, Hu sb hh. ;, ._, __,_ 0 / h't; Mo 5lcvt .lb.t inton VUlPtihl$ 15, //V l)>oVtbt 4. Q $ p B o 4r , P h '/ /c r c'e 4 s u s a loss c<reffcasA y /fg ,, ss k//ou.5 i .. [ l
.[o t Mi srlus c hiol N = 2 + Y + $
l'$ '$ and f r i+ $ f><) 2 N ., 3 {,L 2- ) \ / , $f ~ l
-/ 11, -
f hi i t N, / .:*=-
. Co
/
/} - (I D C / .
-. y I t, ,
-~ l
- e < .
X, is 9tw, frr uscious Vo/ sus <j seco. suo'//ow r* ham N9 lf.2/. < 6f 3 l (??7. Iler judicales (p3ov ) /!< of 4r Nr > C'lo' tw cornc k L u ,.is o ec dis'. Na in AoNr / </ o u d 4 ti.e J > u u s s u >:nof cu ; u Lo s u t do s o is is c< &c/.)
,4Na. Ao # $4:
D3 /y in pjpz = 5 00 -Sk01375" /3..*-[0ir! " /. IC Y 2 A.
=
Oy (o i>, ,coja c = 6.6 Ef- 2 x 0 2to = L.06Cira ~ 0. Colvi G o.2ogn 4 = (o/ / 0con:{ 4 2. = /.um)' : i VLOW b T/o :- ki
- boC ff!+1 &3 = 92fl fpp+1 1 Qi -
% . 40oy2,,,=0,1397
~
i
, MPR Associates, Inc.
320 King Street Alexandria, VA 22314 U Calculation No. Prepared By Checked By to2075DNW62 ]l&lw,, _ 1.2)iJ
'***'7 Nung % sc Vs/w s l Kom ng 13.2/ of /6 decucc 3 (kl A &Ilowntgpap K,, = /. 2 l
I R .,i,, ll~ a run >, l}, i.e esi. ;,d S :.'<.n' An, 6 -4, _1 -2 -z i Np } f3/ N1'
,-- = b{
-: > 4 I/
- /L ,
3
.ec ;-
c te
/
-?
ly - k j a2 _. u, )
= l(,' .:% ' (
e 9 9/ 7/u fvfor hco/ of / a u d.' ? l H = T , + 2 + Rl N=23+b+UEs 3 e n 3 i e: < ou //, = 4, + ti? Ns = A, + h 9 -s so & fata l /u o d at ! [hott het ths nov/J 1,o1is /ks nuournd Vahu,in</outy 1/a cppesuf Wfia effe) Iteo sm, ~ ?ob ] L H;-II, = As + "e' -k -u? = %-i, ) + ( ?s* *ln ) n
$ ~N/ * $ 4
+fN n -
5 31 1 9 21 t$ 2 0 kh15 >)
,p do< ll3 - N, = kg, bl = i,2 [9'ff?= i,ggy 4
, u z3 f. ;g,2 ==
- MPR Associates, Inc.
f3 5 R 32o xiDo street Alexandria, VA 22314 O Ca[culation No. Prepared By Checked By l0WSONN01 l l{yj, ,7 $. _ 'h/J dudvf of Kai Vatues r-cou daeaoxe 3. i (
/. 0 l 10 E) l,0
,, \ M: 'w4 A4B : i.e i.w-a og ! A /
x '4
,/ / ,
, / / -
! 4 l 5 / / / .
I'/* lt/t (e breyffi m Os ,/ ,
, f,/ , 4
/ /,//,/
' %* l/// // /
A 0,21T2- ,- ,T,,-/-/ ,s
- /
/
Ul 9tr g,y
/
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 Flow ratio. Q,/03 Fig.13.21'. Dividing flow: branch angle 90, loss coefficient Ko (v/
MPR Aesociates, Inc. 320 King Street Alexandria, VA 22314 Calculation No. Prepared By Checked By lo2075bl/Ho2 Jh&,iu_ -by " ** I 9
/VF /Vr /0 /$es/uc/R c; N d f7/a h flow in Me run besu ele or ly. (o// /4'tu )
k sin g }'hi //cr (r:/ J
, t ;7 /!.: 3 ) Acc d>//civiu g fay.
$' r o (iis //c ca id Arn.e A ]
G, -6:'/Th90 l
#3 '
* ( "ls + d, ) -(4,l9 l
.. lN j
\
G '- 1
- 3. /12 ? sh oto c [: 0. O'l cdra. 4, = 4 : (no bro ub Clo w ) 1 f32 " Ils - Is t
)
d,- k =k;,N - 2, v y3)3-l fonyso c h /Ai &ik letc r.!ciu., f. = l.6 ?53 4. .'h /.loyi li
- 0. o/3F W A 1533 - o,ot3
[DI := /,loV2
'liu fvitho>1 loss slow is eormwho f less, so use IOO,o'/
i 6172) ll06, flu Valalik $VoMko/ 20{ tvou/J'gitc 2010.O/3f(f: C.27? 'p houar Hof ib /$r A./2t)se //inoo! A/h'uy , sjef om M% A lNJ frno o //t inkn.5. // /s hof c;ytnif ob}&r d 7%'s ease. l l
MPR Associates, Inc. 320 King Street Alexandria, VA 22314
Calculation No. repared By Checked By
"** A U IO2076bWI402 / :/kv,, , ,. ~ ~/?)tJ (dots MILLffl, b kttMC4 5, (2Ag C 0lV h
0.5 3 ---*- . 0.4 45-90* 0.3 0.2 0.1 - f
/
'~T '
(O o.ov-* , 0 y-\_ j -
-0.1 -
, 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 Flow ratio. Qi/ 03 Fig.13.23. Dividing flow: branch angfes of 45-90*, loss coefficient Kn i I
MPR Associates, Inc. 320 King Street Alexandria, VA 22314 Calculation No. Prepared By Checked By
/0207foW/02. ha ~ /MJ dJdy_A 169 (I" )
f/ou in nin suc/ so/ 6routi t, no /kough tuu !/ow. I li:. w //u w 1f.oci in . 9,' , . u,
/?it/k < ( 6 f 3 ) ,
p 5o9' / 59 /?.2 / Re pagc /t l A, = /. o y Q, - /. O Uo Eg , = /. / 5 .
/Gi - [::+[3)-[b'+[,) y 4=k i
!f_
2 I s,
~
s 2 ka - I T
- l. / ? b3 e
- =
MPR Associates, Inc. 320 King Street w Alexandria, VA 22314 Calculation No. Prepared By Checked By
/C207601/U02 / \ </ A /n r ~ 0b(N _
i j d v fx (o Nt f73) 4 l flow in tion bra u ch on 19 l ,4c if, //a /WIVx/O ke, lh E9 /123 in }Wiler l& & g/us a K g o. oY t % A 1 h fier>r /oss in //:.t. run bs A johse hould k ' L = 0 934 7 4 D = 0.FoEYE 4 l= 0. 0 /4 4 ' so t 0.0/$'sW 0-l?O _ 9, g,:;n'g .so on/q au all dolo!Y; f&m lo s s, a s w> vid go yy be ueecJed s K = _0.04
~$K,$W l/ blWrik ,4 - S L [74'b floto is [h tv u s,l1 UL tu n. ln ff o 's tesc Hu Arm losses tvould hof }c h//y Na/ip/ om6'/ of4r & conpowkff Jyonesse, ho//ej Hu dr&d he /ou w'// de usul,
}( = 6. 0 2
. l 0
O l
+
3 MPR Associates, Inc. , 320 King Street Alexandria, VA 22314 V Calculation No. Prepared By Checked By
/0:07504//O2 fe m -f0Q O3
- d. Gsre VAwes i
lo i>hh - (uuv-St, puv-f.z, uuv4 5) 7~hese pd Vo/t cc M// Ac. ecmph klet cren. The o'esuiu 7
!a- Inw-52 des no f chow sny +cheNon et srer h w u .; /r H.e Vs/sc.
l
&anc (12c,c 2 , p it-:7 ) te com me < <4 E= ff, i+/are (7 co nu s S om a vs i/< .>, p x-u, ad 6 4:., n, n .'- /
p)>e n , os5, so yc . o/Sx ? 0 1 v er K =
- o. i2 i
O
3 MPR Associates, Inc. 320 King Street Alexandria, VA 22314 O Calculation No. Prepared By Checked By
/02076bHll02. l(nw.,, -{?bt>J
- e. @/EcK VM f/6 biuh /MOV ( 6-on e loin Sa 14 clas>, scuing clack )
deartc [6f 2 , p t]-27 ) gnes s. /f ps/ac e Sr Me comlikon wAm Hu drsk 4 &/ly /,A/.j Sof
/Gr Mis ca se, a s 4r & ps b. Vo hs , {, tur// se hkeu dom w fa th ou p x-x , id. (7 e .otr so
,g = fo<.oir = o.71 fnic vo/w is eenet/ on/ii // Hu Vs/u // /u//if opt 8.
pd In E/V!/ NP 5V?9 (/k & ) octual kidas sx ei&H fJr 6 to - 6 oo /s c%>u vs/cc '/&ai show 1/ And not 5 'i.- of)ln unb'/ //u idloth , nd.k toldVnOr, tc.atli: // E d.:< .' douk9tunf4,f Adult-do of etely (o '7 4/su tvill hot be 4//y open. /n Nr.* ~' so s e :% Mys/tu & HI &//y optx t ele c M// be ho /ow, since &7web //ty oper, dieA W// tr4d the w //u:.a s/><ssu . n b
T
, I, ..
' MPR Associates, Inc.
320 King Street Alexandria, VA 22314 g
'y/ Calculation No. Prepared By Checked By
/02075bild C2. khs, tao -t% Page g "c-Som /es/ ol (c.o on avoo'Is ble i, Ac41eiro- la
[t't2 l alp-S</79, /Jppeac/& D , pn Hre coid' ivoler
. ,d>ecwie />vp 1haour/r 4 coincn6ints/ fois< swa7 elud pa/ve s/ Vonolis o'reA sup~les.
'ilu Hvh c tvw a.1%une lo 500 /4 Vobe 7/u va/p.c ik Crysto/ 6s&., a s 6a:a (, - Boo /b en/cc. igyko;<.g/, ,
/kc a/tt6 sic not MtnNeo/, //wie Jehnor c4ould Jc ctim '/<,r.
IiMdC fr?o/ve A Y $ce f/){/h f/nll t itM$ krlltj of(;f tvAcn l
//u </isA ha d eaning :A., 7s *.and /Ad >'/}is r4,t/c,,
sp> en ronddon tua s e % fu.et , ii., chi / Jr 1.6 to -sy a./u., \ pelo u V7 pa v.pc. Ric comspm/., A itu a'sa a l.'</ m 0 G 3-Y irh<c4 :A ow.s
//y/h d s/ shout m rnu &do.-i yf&Pa u
(nu
~ y 4/s c< i.' ,loc aik ttvu 4//y ist Ma point (/O-ti f/se-) & porssuic c/>vp sc<wss ffa palus (Sn680*t~sCv)&w o. Cp.ei. /]t //u esnu. n./.oa}, s pn esuie daip6L is;3oo t % 'rG tialet ovpe>kc/ u ,
//f;-5"79 op issenRo//y & conu - of,cu . {
t
// Mll be a4svnuel /kaf /he l'rois c d-300 su.aue cluele '
vaha hetw:s //u tonu as r% /4a'-% 4-Eso cw,.e;-clack nptoli/ tu Aptt cua% .b o/ A/P-GY7'i. 7/u &% / upe>r ; 9 gdes {s ffu / achQ Va/d: (
// euwe (Ar,,D-7) 6} dsk o"t le es s AueNcv L. l
//ow veloc.<fy . i
' A cutyc (N f /)-li) f
//oto d.odf%'cuu/ 6$ e butb esk ough.
(Sec /u 16//otolus pspes. .)
, /H Hu ie4reyc.e celacdye.d 4 7 '/s<e i>> f/u din p.piu 3 -
l /kL OSk' 0Mtjk bok< fE ttn d-7 km.!// be b0* u i 'l I
., i MPR Associates, Inc.
320 King Street
. Alexandria, VA 22314 Calculation No. Prepared By Checked By
/0207601lll02- l Nnsv> $4 LJ p?ou EPAZ //P-547f Ashtw b DISK POSITION vs FLOW RATE Bustw rut, 204 7, . _ THEORETICAL gg a y,, , yoj, g,,
} f .
m
) 60
(. .?
$, .. 1 O ' I i
k so -
/
l 2. 10
/,
/
0 0 4 3 12 16 20 24 Tiow YeleoUy,fpe BASELINE TEST RESULTS FOR 6" SWING CHECK VALVE FIGURE D-7 /- _
l l
-
- MPR Associates, Inc.
320 King Street Alexandria, VA 22314 Calculation No. Prepared By Checked By j?dW ** EI
/0:0750HND2. /hks./Nen Fnou E1427 A/P- 6979 frGnua f.
VALVE FLOW COEFFICIENT vs. STOP ANGLE 8 Inch Sudng Check Test Yalve 1.6 1.4 e 1.s 4 1.8
/
n a -fgd - e. <
> . 1.1 7 1
, / 66 2
0.8 - r
' t f -
0.8 !? 44 48 68 66 60 64 68 40
. Duk stav Anale. Dee.
Cy TEST RESULTS FOR 6* SWING CHECK VALVE FIGURE D-17 l
~. - -.
t
~*
- 1. ..
MPR Associates, Inc. l 1 MMPR 320 King Street Alexandria, VA 22314
\
Calculation No. Prepared By Checked By ' 1020Mblol02. / eswr~ Old yse dy it,, %f c/.rk t suy!< Aou< K /)-17 /e 9 /igo 2 0 1
& oud K on .n/aud by % Allotuiu9 apressiah (6a>u, def' 2, p 7-+')
K'= 29/ d # "l" " I ' '# '' "
- G (iv), d = 4','b' o45 in \
Il
~
g = MI (4.045) - 9,9jjf
// fro
- 1 I
ie i 11w is sla qMi h 'nla r firsu Hte o. 75 ps/tu obtaiwc/ tosin ' dv' an e- [yA l 2) Hhit.h ne m uanda/
, 1 50 9 l fu pse K = 0 9/2 _
!O
MPR Associates, Inc. f 320 King Street Alexandria, VA 22314 Calculation No. Prepared By Checked By lo:076DHil02. $lyw m 0A l>J 4. Aow6 losriis no Guswn.>r /oemncenov l Tivs secf'on +obulahs Hu tomps>nin/s anal /cu7Hr of shalph/ pipe fom w t&tv6rouHd to He-in lo s motu,,a tiek. fe/' drowt Pl4or-Hfit(off
. i9wir Alo$st.e. y \ 'm! "
. pi - t3wsr- r erw :
'1 L = 7 ' 7j - 2 / " = 769y -i.7co - s'syv 6. -
- GI- 90eisoui
. pga 90 eis~ h~ tee na,-
(_ = 7 'L -al" - ' f3 3 = -
- v. Soo - i. 7co - o. 7<7 - 9. tn n.
.> i o
7/a. - Tee !!un IVelblo dad. 7ec ~i
- i. l 3
~ " t'*D' %
P2b - fee helbo ,, , ,) .. ~} ' L q7 _ g , ,_ , ,^,5 'o " er i,. = 24. 4 2 7S-: Si, Il,, '&< 2.f G ~~f 1 ft 8 l. e L = %. !.I'is l_ = 24.l.E?C-2.1.f?5- o. 9ic ? .ri t9 .3 ~.} T c
-l + a
[_- gg yp , t <'g'b \ E -
' Ger.' c 84 '3
_, ,gg u.un t- 4 E2 - dhowYS *
~
4
. pg -o niesivu . cisnn heitow , .-
1.5 g e 2./ .. 4 ( i E =k tz.r
- RI" '
/ k <j
- }Tf- l, g .7i tau :2.r = ?.si?iu e = o,725 n. - L kn,J.awip.
t / L = 3'9%r - 2F = 3.101 ? ' 0 7 z r " t.3 52 4. - o O /101t.: Alpo'ug ord torypow11 Itm1 wnbtvs are erlihnrg Assi e>, & drowiap W<i sic n/o&/ h :reda, tdcnkMe%pwn/S, num/<rs a % Ad 6siviup, i.c, @ th.
I
, l
. MPR Associates, Inc. I 320 King Street !
,. m Alexandria, VA 22314 )
Calculation No. Prepared By Checked By 1020751)llH 02 (y n lA(4 50
, \
A)ot c/co< ide&< //are is a s Aort run ofp,)>c Jehrun m. I e/bou oxd W fee. t\ s l
' ,; i, - .k rce !
t---1 l
/d'4 /
- ou 5 /' */ ' W ,} q I i_._ ii G = 0 72f'G 7
o s y. d G cA,~,w
' 7 3/"
I l tf / y - E' = // &> c te no p pe
/. L4'l - 0,7:5 = 0.fEl ,0 Il
- O.fi7 A -(nop,pc)
- 7/ - i yx ivx 4 dd 7, e l
* ,Ph! ~ [ Tec /v 90 t'tho cu ) IS g g,y, g , f s bud L = 5 o g - 9'- o.7 E/4 ., p (km ?fo) le L -*l L = 50521- o.7to -o.7tt r' k
} 5'of' L = BMLf' E4 - fo'e/how f6 - Verf. run ebw-t/ bon J #
1 h hawfun is nol chor on //iejos *ou o/ 9] D l3
% Iru$ oFo/ p p . 6. u se etevo s us. 'gro
~
/8 'gl ee M , ('* S ~K EN 1
t1ur< is a. vn/su 4 beniujjAowrue,%hoMNo/W *!g',,'.) _.h L
~I!'408
<,-wn, ,, o ,u.aaw, u ij' g ig.tst f - so rewi/ &cis ,YL - gg' g 45"
' ' ' ' 'I' M # echt,,513f L = l2. 6 29 - P 2 , = /7. is! 4 v r~ . = - -
O
- GS 90'e/ho w
- G Sa. ' M c/h oes 3
MPR Associates, Inc. 320 King Street
- Alexandria, VA 22314 Calculation No. repared By Checked By 102026l)lill 02. bbt./.mn -t!8J
- pf, - ebw 4 t/ bow di-otuiu /5 froCltoG /Atit Af(>cw h be ybw d'tutit$icus ' ;
howcew, j) 411ot eu'dtul telulhv May su h Ha suohh. pint i ij & t/T'emw or m wc/ s'u % sMgH ,ospe . I i
~ aj ' q " == l G, 4
, Ab. / -
q"S'n 45* j
/ .
; l ' dir<>
9" k 15' i f Y f hSV( ) ~ $ca Y[ = lA.7$tn YklM b'M1/R$ltf>f /'S lD V-l/cl
= J2 72 Vin - So d.'m/tisicy 15 h ncIci Lr 't ,y - 9 ,, = 3. 523 4. i q
e E 6 - 90 e/ boca l
- p7- elbow e/ bout l tera w ci L = 9.o - 2x9hz = 7.6oo 4 1
G 7 e/ bow __ _
"~ ' ** g' "'J' *. rs,a; inu tt- St - 4 " Go ta voin ( +/-47 ) T v a% y R-?>; -H
- o:v-
- P47 Lefue<u. rAlves. L= of? if 4. 4,w s o w,u( . l ll l
- MuV-do 4 " c h ek volve (Vf-Y9) ;
- T2 - lo -tet - (ou f les utir ) -
i s
c # '. . MPR Associates, Inc. 320 King Street Alexandria. VA 22314 Calculation No. repared By Checked By Page ~_-Q 102075bHH 02- ' abs ~ OU
- ice h fo </40u)
P Tz -/29 - i i = t ' - /ce b, .eIso a % rea be sa e E7 ) L. = 20 - 0 '/4 9 - 0. 7CO == fo.7?I}! l E129-ISI - 9o* elho w ;
- p/3/-/53 -[ the-e/f**
N 'e/, /
@, ' [
7.ff/3 +.M7f // ! o\ M R, . 9;., 3 t(, = 9 (w ;M* = 2 7Y/ in / 9"q L - 7.62/3 #01575 - 3329 *
/ *., l '"
7779 4. " e o 5)$3-/55 - yS*ellso u) *E ### p/35-/3f- <//sav h e/4ow
-w - ' s- e, = 3. 7 rem
- 1
-> > o.7T' i
N : -el j
- lj,q /fo 7 + 3. V2 71 A L = //.yll 7 + 3Nt7/ - 0. 75' - P2P = /3713 4." -
/ Z,
- E/57-/y/.- fo-elbow --
P/VI-/V2. ellsow h e/fow (_ = .9. coo - 210.7fo = 6.S*oo ~
- 4. '
o G/y2-/yy-Qodbou P/VV-/S/- <))>ow h e/ bow L = 2.500 + ll. 000 + l0. 000 + lo Coo - 2>'. 0 7 c = 32. 50 0 G/SI-/S3- 90-t/ low O
MPR Associates, Inc. 320 King Street y Alexandria, VA 22314 Calculation No. Prepared By Checked By
/ 0207$ D4HO2. w> 8Alu P/54-/S2 - erb.w to fu elfwYfy -
N ! (.75K _; _ g,,y ,4 I
.7ffau 22 C m f V,
o.3// # i s 4_o__- w i 5 [ l e " /.270 + 1. 0133 + 0. 500 o 4 = YR3 4 v l 7' Q (_ - VP!! - 0. Bil -0.750 = .$.77}4. g ~ ys. E/R-152 - 45'elbou> j~~ ' ' " )#f/
}* P/40-/S!- c/L~-<!A ~. . 4 ) - o,,1
~~~*
*^ 75% M T,
'rm. s L = 1. 07/ 0 - 0. 7fo - 0. ? // c
~~ ~4.pio 4. .
,",. a " O' 2 # A O o G/(,0-/42 - go etto a
~
- 6/6 2 -/4V - fo'</soM ,, ,.
V;'.
- P/11-/44-L = d. coo + 72fo + 7.2fo + 7.2fo + ?. 2 To + /t.:fo + /,o - : .7Co
'c/how h r/how 1, l= 52 50 - I.co = $o,750 4.
&
- S/77-/79 - fo*elb.us h*9/79-/P2 e/how h ethov) <
f l = L/,Soo + 4.:S .u ,750 = ?.?f-/.So = ~725 4 g
- fill-/fy - fo'etb6w
?* P/ftf73 e/Jon&+c, (as.bu;H dimn.:o*ps useJ)
E l
- 5,3 3 > + o.jit7 + o,0[o - o.750 - o. 93 2 L = 57914 '-
Y ?$}"$' T3 - Otst ra.X (h o pipe dehew te ou d Volve ) MW-4 2 6 Gob vont
* $2o4-2o7 -voh c h, win L = o.9/4 7 4 (s s- bM)
O
- MOV-43 4
- 5a5 va/cc U
- P2/o -TV Mov-U h T
/_ = S.Sooo + 5.S</i7 f35h
/ = / o,S'13 4 T4-lxk4 fee. ~
MPR Associates. Inc. M R 32o xima street Alexandria, VA 22314 Calculation No. repared By Checked By Page my
/0207@//// 02 ,,,mh_. ybo '
/?i pin 9 dom /)1sh pp Tor /c h ?)c th foim!
This tos/ormah'ou truc/ fo rshb/ah po/unse of p,*po'ay, fe4veuce o'eswiuj PI-Jor-fis Si,It,.1 h e P 77<- 9' - makeup foe k k e/La w {i l ' /Yfo - 0.foo = /V o o /7, e EleoW-90 *
- Pd-/2 - e/Lew h r/bo w , , , <
( = /. 0 0 4 /. 000 * ?.2 f0 - b d. loo = 6'< 7f0 4. j
* !ataus - 90 *
- TEE 4tVt3 ~ dun (4 7tuc%unisus' P29-27 kc h Va/Ve- '" ' 070
- muy-M L' ~I . b 5 5 5 + 2.572 9 - o.t11/.2. =
35 4 lj
'/ c/ reek vsIve. O I.itt7 4
- p 3y.52. . eluck va/v< A, 'Kellosu L = 3. coo +o.svrt-o.. .o7 = 3 'Ist St 61 sow-f6 h* !
A5 4 - 5 7 e/hou /v ether u' L= */, ovo - 2 x o,2u7 = 0,fts it
, N 22.5 (
201 4 / 00
,, ( I'0 #
".M. J
(! 37 Vf'e/ bow , us2
- t'
/3VLt/-ff elbow lo volt <
/ '= 0, V/4 7 + / JOY 2 - 0 20 7 = /.5/V N.
~
o nivy- ty valyc . L 21 o. 446 7 4
- f fi-!/'l volet fu elfoso , , , ,
Lc 4 ibb7 + stt5 + 9.7too +.ttss +9.4tt,
+ V. blo + .?.o + '/.T53? + 7.?oo - o.4[6 7 N[
- l. = fl.fil $. '
l
- SL80V/ 90'
- P 58-K ci6 ~ ~h ribow .
L ~ . E22 f + 9, foo + to. coo - . coo .1 x c,5* Lr _I.J 323 6.
- elbow 9po
*/. .
MPR Associates, Inc. 320 King Street Alexandria, VA 22314 Calculation No. Prepared By Checked By
"'** '~
iozonoue /k/wi,,L % A bl~b f elbosu /o e/bosa (t< se at-but // ) L = J,5 533 - 2xo,5 = /,553 4.
~ ^ ^ ~
~'-
&~Leow 90'
- PTY-7/ e/Los.. h he f KerI de Ameusiax su,37)
- l. = [/04 ,5/oYC) - o. foo - o, yg 7
/
- 3 .
tee 4 c 414 - Bra sse h 1 O O l l l
- O
MPR Associates, Inc. R 32o xima street Alexandria, VA 22314 (- Calculation No. Prepared By Checked By IO20751)HND2. ftV/.y>rn Od
. Sri:N/Mtb Thi d/ MEN 6/0U $ /?g(: ASA/E8//,,f (/ff3)(&f '?h Tju se dimws/01s are 11sid k chblah Ha leuth$ of56aff Idp,5*,
Tlo - /YxIV'/0 de ducipe, sic (64) ) &7 J
/Vih fe.fr Bo IV 00 - 0. 37f is, too// '
MS Jo.7f op - Oo 34 fin toa // 6rt f h fl
//.0 w
j,g3g [D9) E.- -. .' -.
. g'*
IP av
- log H n
(2Y9)
-l 0. 2YV 4 Tl /VY / Yx d (4 a lu c o's' A Tic (W) 6 in - "4.4:f e ' A 2fo wo// . /3/, 2 i
t#1 1-, d i l
// j
/.f33I .
4 7 i 9.375 (?'f} o.71! 6. O
, /; . .. MPR Associates, Inc. i 1
320 King Street Alexandria, VA 22314 ! O Calculation No. Prepared By Checked By 10207CbHWO2- /kn lAfD T2 4x4xd ^ sr. 9 T3 fa m . l. t,75 x o zso na /1 PA, 9 I' d St.25 - ( 0 9324 (l'/3) Y - l y , i I
= =, 0.694.
h*II(/'/a) l l (~~x L,) Yf dxd*4 AA 9 fin Micom x 6,257 Aio// = f, o :{, /.C k) 1 i 1 4 l 5425 '. O.f!f,G. (/'/3) L-- l i 0* V$l k l 5/EC l (/50) ' 8f. 9 75 9'Y Yx 3 Sin = 3. Coo ob x o. zig ua /i - ?.otalio l [ n tyrve Vo/ = Y./26 0, f,ff ft. dos) 2- . . 02 '$bl? , O "
+ E 3.of,(*x .87{ T9.bE -
O 2
, H 1 t{
pr-l 0.323 4, lo5 92i + 17.3oi = l2 2,31l in'3
!.E75 ( 79 }
.i* ~
l MPR Associates. In:. l 320 King Street i p Alexandria, VA 22314 ! l V Calculation No. Prepared By Checked By IC2075DHl./ O2 hc. c~. - hb ) 5
'/. &fseeixES
/. F/on'ok /snev 6rpos$c>>, 'k//owstoIc nut-l /adies[d drerpiuurc rs. /udics&d bit /, ' 6Ic. a9v-ooS3, Ay,: {
tif/c ibehnicl terhic^us && Pf9f-b:?: oudt'i /fo d OttA!!)~55'U2blf 7.. $ro nd dompo n ej. f~Iow of f~/u r'c/s %vugh h/ng R$ug.su d P,ka , Ti ck ti a l 14 p<< 4t o, l Gue,s u Co rsp o n 1, Utw/ l 'orl<, (1988)
- 3. D. S. /H,'//.er, Inknial fiow Sii s/tws pQa sud fe r f w n a n a /St d e N eri '
fecond Ed,%'o u, ! Guw A,u;/,,u yous/oir (,ca- Seuret &#psny, p fornin< , /s.Y )(i990). V l d, y [. 3%c:4r, fluid Afr$ls;~s.t, fecond fd kcn , hic p ow-IC//, / Jew /t or/c , (/ fff) S~. If. Icle /c/>>k, Me. deo o/c cf //i,o'<w/r c 6si<% rix , decond Ed,%, //(misplan, lus:/>n9/ vy (/964) 7teos labd and Ed,/cd />g. 6,t'.Mo/ys yskoy4, ; M s ,h y ,er k u,si,d fe u d l (o, Elechic l'su<r disisrch /ushhte, /Spp//Ls,you J Guidi/nus fu l'/ude lis'/in ik >Jachsy / owr p/sv>'s,, " EP/2l NP- 547 9, fo rus e-1 w l 96f. k)Y$ $$ H $ ff$$ A l s' I h f/1 / ff $, I
-Gode lorought %//!uheidntr Rh%
- fa ehe,8/4 4Skt- .- 9 If.,f! /4SM6 ,
Mew %A /ff5 , .O \ O 8, Anedeen SexieH, el n'et4onics/ &%i> urn,
'YIM/E 6/com 7s~ />bs, 09/f, Utw hk /9d7.
l
MPR Associates, Inc. R 32o ximo street Alexandria, VA 22314 l
\d Calculation No. Prepared By Checked By l
l
/020750NU d2. l y/j rw YN& N fEFE/2&2/CVS f(omelb
- 4. Flor >'da l'Iowr doepodnnoN, Casin fiwn ibuT, (/vir IVo,3 i D&:tvw& S PI-305-Bib, sb. Sor 5, &v. 0 - Scismic /)isysm , 0.II, dyskm, becay // cot Atmovat Som Decsy Hest fuwp 3-B h Pen M 3YS. "
PI- 305- 86/, sh 20f 2, &n 0 - Seismic l>Is:rse, M M. Syskm ^ Rom Borsbd bla&r %y 7s~v2 fv '
/Moktuh Aiw,c duchdis."
0 PZ -30f-858, :h 2 of 2, he; o - Scismic f)isgr>rr, M.U.
~
Sejskm, "t rom MUV-49 t'u /Wakt-up Pump Sucho n: 34-38-3C ^
/o. N. Z/o, "/&cssort losu.s />> SmootA /3hc /!cus, Enusackos c)/ Me /VS/W(, Sen't$ O, Journa/ o/' /3ssie F8p>cero'uy ,
/)1 orch /9 4 0, paps /3/-/V3.
O l l
e' /; ' MPR Associates, Inc. 320 King Street Alexandria, VA 22314 Calculation No. Prepared By Checked By
/ozo?swioz JAda <~ 00J """
- k bpevonc /4 Tinh sppuchir <msids dj s pnktod sj Hu.
sn M s M c is/calo hci< cpcod q Jusc/ loch<ef ased 4 ,ocr4>rm s s. 7/uviajon}7h<y 1/a vo Hu p/cas s>c inpu 14 om oHur ie/w/n f ws , sprod shut pirr%u s
/!.i iG//u wix9 sinyik o /en f.d- & l I
b>l=(f fl() 1 Anc/ //asi cunic /A:. Vs/tas. l I > 7/:t i%:^ m idn4%d a feeAou 4. Tiu toes A;ih,o e: o4focue/ rfow Se<,% S Tlu & cd c'.< ;&ehr as c obtoavc/ is Se eM '/ I l
( 4
. 102075DHH02 MPR ASSOCIATES,INC. !
j w C llem Nom. Description Ref Straight Elevaban Camp Flow Pipe Comp. Friction Velocity Velocity Combined Head 4 Slas Dnwg Pipe Flow Diameter t/D Total Factor Head Head Lee Loes
?
Length Length Loes Coeff
} in F1 Ft Ft Ft Coef ft/sec ft K ft N8WST 14 outlet nozzle 120.5 0 1.1042 0 0.5 0.01384 9.984 1.548 0.5 0.7730 P1 14 pipe 416 5.844 120.5 1.1042 5.292519 0.01384 9.984 1.548 0.073248 0.1134 ! E1 14 90 elbow 416 120.5 wrt 2.7489 1.1042 0 0.182 0.01384 9.964 1.548 0.182 02817 P2e 14 pipe 416 4.833 vertical 1.1042 4.376924 0.01384 9.984 1.548 0.060577 0.0038 T1e 14-10 14 runtee 416 vertcal 1.8333 1.1042 0 0.04 0.01384 9.964 1.548 0.04 0.0610 3
P2b 14 pipe 416 22.3584 vertical 1.1042 20.24851 0.01384 9.964 1.548 0280230 0.4338 , i E2 14 45 elbow 416 vert-45el 1.3744 1.1042 0 0.129 0.01364 9.984 1.548 0.129 0.1997 i P3 14 pipe 416 2.352 45 engle 1.1042 2.130049 0.01384 9.964 1.548 0.02948 0.0456 E3 14 45 elbow 416 45el46.3 1.3744 1.1042 0 0.129 0.01384 9.984 1.548 0.129 0.1997 T1 144-14 red brlee 416 86.313 1.1042 0 1.2 0.01368 9.984 1.548 1.2 1.8574 Sum 35.3874 32.048 2.18 2.623544 4.0008 P4 6 pipe 416 3.521 86.313 0.5054 6.966750 0.01667 6.064 0.000 0.116136 0.0001
- E4 6 90 elbow 416 86.313-vo 1.1781 0.5054 0 0.21 0.01667 6.664 0.000 0.21 0.1448 P5 6 pipe 416 17.188 verticei 0.5054 34.00871 0.01867 6.664 0.000 0.580025 0.3000 E5 6 90 elbow 416 vert 105 1.1781 0.5054 0 0.21 0.01067 6.664 0.000 0.21 0.1448 E5e 6 45 elbow 416 105 0.58005 0.5054 0 0.149 0.01067 6.064 0.600 0.149 0.1027 P6 6 pipe 416 3.583 105 0.5054 7.089434 0.01067 6.664 0.000 0.118181 0.0815 E6 6 90 elbow 416 105 vert 1.1781 0.5054 0 0.21 0.01067 6.664 0.000 0.21 0.1448
+ P7 6 pipe 416 7.5 vertical 0.5054 14.83973 0.01667 6.064 0.000 0.247376 0.1706 E7 6 90 elbow 416 vert-96 1.1781 0.5054 0 0.21 0.01667 6.064 0.000 0.21 0.1448 l MW-58 6 9ete W -861 96 1.323 0.5054 0 0.12 0.01667 6.664 0.000 0.12 0.0827 P47 48 6 pipe -861 0.5729 96 0.5054 1.133558 0.01667 6.664 0.600 0.018806 0.0130 MW40 6 check
- 4 61 96 0 0.5054 0 0.912 0.01667 6.664 0.000 0.912 0.8200 l T2 644 brtee 861 96 0.5054 0 1.13 0.01667 6.664 0.000 1.13 0.7792 P129.T2 6 pipe -861 6.781 vertical 0.5054 13.4171 0.01667 6.664 0.600 0223663 0.1542 E129131 6 90 elbow 4 61 vert-104 1.1781 0.5054 0 0.21 0.01667 6.664 0.600 0.21 0.1448 P131-133 6 pipe 4 61 7.778 104 0.5054 15.38979' O.01667 6.664 0.000 0.256548 0.1760 E133135 6 45 elbow 4 61 104 0.58005 0.5054 0 0.149 0.01867 6.664 0.600 0.149 0.1027 P135-130 6 pipe 4 61 13.783 104 0.5054 27.27147 0.01667 6.064 0.000 0.454615 03135 Q3.130141 6 90 elbow -861 1044ert 1.1781 0.5054 0 0.21 0.01067 6.664 0.000 -0.21 0.1448 yJ141142 6 pipe 4 61 0.5 vertical 0.5054 0.980315 0.01667 6.664 0.600 0.016492 0.0114 E142144 6 90 elbow 4 61 vert 106 1.1781 0.5054 0 0.21 0.01667 6.064 0.000 0.21 0.1448 P144151 6 pipe 4 61 32.5 106 0.5054 64.3055 0.01667 6.064 0.000 1.071973 0.7302 E151153 6 90 elbow 4 61 106 1.1781 0.5054 0 0.21 0.01667 6.064 0.000 0.21 0.1448 P156153 6 pipe -861 3.772 106 0.5054 7.463305 0.01667 6.064 0.600 0.124415 0.0858 E156-158 6 45 elbow 861 106 0.58005 0.5054 0 0.149 0.01667 6.064 0.600 0.140 0.1027 P160158 6 pipe -861 6.01 106 0.5054 11.89157 0.01867 6.064 0.600 0.198232 0.1367 E160182 6 90 elbow -861 10thert 1.1781 0.5054 0 0.21 0.01667 6.664 0.000 0.21 0.1448 E162164 6 90 elbow 458 vert 104.5 1.1781 0.5054 0 0.21 0.01667 6.064 0.000 0.21 0.1448 P177164 6 pipe 858 50.75 104.5 0.5054 100.4155 0.01667 6.064 0.000 1.673027 1.1543 E177-179 6 90 elbow -858 104.5 1.1781 0.5054 0 0.21 0.01667 6.664 0.000 0.21 0.1448 3 P179182 6 pipe -858 7.25 104.5 0.5054 14.34507 0.01667 6.664 0.600 0.230132 0.1649 E182184 6 90 elbow 858 104.5 1.1781 0.5054 0 0.21 0.01667 6.064 0.000 0.21 0.1448 P184 T3 6 pipe -858 5.781 104.5 0.5054 11.43846 0.01667 6.664 0.000 0.190679 0.1315 Sum 167.2000 330.9654 5.129 10.64619 7.3414 1
T3 6 runfee -858 104.5 0.9367 0.5054 0 0.04 0.01667 6.064 0.000 0.04 0.0276 MW42 6 -858 104.5 1.1666 0.5054 0 0.12 0.01067 6.664 0.000 0.12 0.0827 l 9ete W - 22 P206-207 6 pipe -858 0.9167 104.5 0.5054 1.813811 0.01667 6.664 0.600 0.030236 0.0200 l MW43 6 gate W -858 104.5 1.1666 0.5054 0 0.12 0.01667 6.064 0.600 0.12 0.0827 P210 T4 6 pipe -858 10.573 104.5 0.5054 20.92006 0.01667 6.064 0.000 0.348737 0.2405 T4 646 half run tee -858 104.5 0.5054 0 0.02 0.01067 6.664 0.000 0.02 0.0138 Sum 11.4897 22.73387 0.3 0.678074 0.4682 Sum el 11.8704 y tv1.1 h) ' l 3 e m J by, 6 flJ QuestroProWin6.0 CRPIPE.W82 03 Jan-96}}