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=Text=
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{{#Wiki_filter:. .
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MPR Associates, Inc.
MPR Associates, Inc.
320 King Street Alexandria, VA 22314 O                           CALCULATION TITLE PAGE Client jrLOld/M A0WER CO/?PGRAMCA/
320 King Street Alexandria, VA 22314 O
Page 1 of /8 Project rey'/EIL/ Of CRLCul47/ON OFA'lLOVM81E                   Task No.
CALCULATION TITLE PAGE Client jrLOld/M A0WER CO/?PGRAMCA/
A14KEUP TA/JK /Mf!S2//?E VS LEVEL                 ,n,o g i
Page 1 of /8 Project rey'/EIL/ Of CRLCul47/ON OFA'lLOVM81E Task No.
Title po,gu7,gz y,gsgygiaj7yis) yy7gt yggy t_og g           Calculation No. ;
A14KEUP TA/JK /Mf!S2//?E VS LEVEL
FAok/ BlV67* 70 AbCKEOP T4'JK nEIA/                 jo397gi,yng Preparer /Date         Checker /Date   Reviewer /Date         Rev. No.
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Title po,gu7,gz y,gsgygiaj7yis) yy7gt yggy t_og g Calculation No.
[    T /Afe i.n.n 1 2.4   6 (v~~)
FAok/ BlV67* 70 AbCKEOP T4'JK nEIA/
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jo397gi,yng Preparer /Date Checker /Date Reviewer /Date Rev. No.
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9604050439 960404 PDR   ADOCK 05000302 P                 PDR
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l MPR Associates, Inc.
l '.
320 King Street
MPR Associates, Inc.
    -                                                      Alexandria, VA 22314   l l
320 King Street Alexandria, VA 22314 l
RECORD OF REVISIONS Calculation No.       Prepared By           Checked By
RECORD OF REVISIONS Calculation No.
        /02075DH40S         / h/dtwo               YAb) ek)   '
Prepared By Checked By
Revision                           Description                         i n
/02075DH40S
1           0         Onghial /.ssac I:
/ h/dtwo YAb) ek)
Revision Description n
1 0
Onghial /.ssac I
I l
I l
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Line 44: Line 53:


MPR Associatos, Inc.
MPR Associatos, Inc.
320 King Street Alexandria, VA 22314 Calculation No.               Prepared By         Checked By tozv7swoor                    WW                     ,$6Wa "-f               ""
320 King Street Alexandria, VA 22314 Calculation No.
4
Prepared By Checked By WW
        /. Punpow                                                                       l
,$6Wa "-f tozv7swoor 4
                      ~
/. Punpow
7hc purpose o/ /fus co/cu/alion k k csfima7'd //a nia.gw%rde. of errors se ouur/aiikes ih luod /oss toefeierds 6- /he //ow 6am % Blu6r ?o % Ak-tir lo & Juokcup
~7hc purpose o/ /fus co/cu/alion k k csfima7'd //a nia.gw%rde. of errors se ouur/aiikes ih luod /oss toefeierds 6- /he //ow 6am % Blu6r ?o % Ak-tir lo & Juokcup
              . foul. ,1 ma, gin or 2.o de/ is inituda/ 6 A es/ea/dia of                 l Me insriinuws o//owa44 maAcap Youk jpessure 's & /uudiot o / / esc / in /f.ilescua /. Du /uod/uss ii es/ta/sO/tu' 8fricaa E.
. foul.
f . f u u u ss r? Y Q                       An a//onsna forayurfoinlics m in li dj L (onytojun&
,1 ma, gin or 2.o de/ is inituda/ 6 A es/ea/dia of Me insriinuws o//owa44 maAcap Youk jpessure 's & /uudiot o / / esc / in /f.ilescua /. Du /uod/uss ii es/ta/sO/tu' 8fricaa E.
h? tomprisc. //x Ws/ /utd /on k msd . Assed oii on assessnaet of Nairpnbob/e occursat, %c rau9,c dok to h toperant-of & /usdloss. J/unudain/tes. arc comkidd by sfa+.dsed
f. f u u u ss r? Y Q
                  /heHuds (rm s), & tombintduvariatigin & WoIlas'] lou is akrsotn/
An a//onsna forayurfoinlics m in li dj L (onytojun&
h he 0 937 hef, or 7. 9 */'a of % Nal Jucdloss of //.E7J.
h? tomprisc. //x Ws/ /utd /on k msd. Assed oii on assessnaet of Nairpnbob/e occursat,
                    'fhth uvutfoiHbf is. A!'1*/o of'/Ac inorgin of f.o 4 med /o sd //u o//catob/c mdeop fank piessuit.
%c rau9,c dok to h toperant-of & /usdloss.
J/unudain/tes. arc comkidd by sfa+.dsed
/heHuds (rm s), & tombintduvariatigin & WoIlas'] lou is akrsotn/
0 937 hef, or 7. 9 */' of % Nal Jucdloss of //.E7J.
h he a
'fhth uvutfoiHb is.
A!'1*/o of'/Ac inorgin of f.o 4 f
med /o sd //u o//catob/c mdeop fank piessuit.
Z/ a//of //u conpanen/s are ossomed h han flu samt.
Z/ a//of //u conpanen/s are ossomed h han flu samt.
                      /eie/ of accanaf sud /Asse ser,tornbiJud, //a ypuriaixG in /-lu
/eie/ of accanaf sud /Asse ser,tornbiJud, //a ypuriaixG in /-lu
                        /ofo / /uad Ma/d bc :
/ofo / /uad Ma/d bc :
                      ..          /O */o poudainfji of eacA  G. fald 4 10 9a DVarinits     ofeud   /.247 4 30 */o la<uVlah     'f otA   /.F7/ O
poudainfj of eacA G. fald 4 i
                            /liof.e //<a / etcn if & DVurfal.nbri ou cof tomdinec' sMs&co/hy, & margin of f b 4es' npieun/s shout O~                     17 */o f L h 4/ o/eu/ab/ Jusd loss.
/O */o 10 9a DVarinits ofeud
/.247 4 30 */o la<uVlah
'f otA
/.F7/ O
/liof.e //<a / etcn if & DVurfal.nbri ou cof tomdinec' sMs&co/hy, & margin of f b 4es' npieun/s shout O~
17 */o f L h 4/ o/eu/ab/ Jusd loss.


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MPR Associatas, Inc.
MPR Associatas, Inc.
320 King Street Alexandria, VA 22314 A
320 King Street Alexandria, VA 22314 AC.
C. Calculation No.             Prepared By               Checked By
Calculation No.
      /0202SOWl/O$             ,l     tp n           h(Ab *-tl        t
Prepared By Checked By h(Ab *-tl
        $. /WE7//0b                                                                           , ;
/0202SOWl/O$
h lusd loss dom 1'/u /fai67 h L. trioscu,o fora fie-in ,soin f is oifadied Jy s ummin & erise/s of a                                 y
,l tp n t
            /? umber of s' na%Was/ doryorupC;g                   A s s,r//x 3 Sf?a}ht'           Y s
$. /WE7//0b h lusd loss dom 1'/u /fai67 h L. trioscu,o fora fie-in,soin f is oifadied Jy s ummin
ie.       'fiu VoAus ersec/ sie oDs/ned ix /'.eduuec :.
& erise/s of a na%Was/ doryorupC;g y
            ,w% porRon o/ Ha hb/ /usd /oss aNdlabd /v estJi Assic hjpc sf /oss is swnmaapd in w spuodsA<efinclubd as na y /7. fadi .2sogon.7 of Aeod /oss.is oiscusud         l be/ow.
A s s,r//x 3 Sf?a}ht' Y
1 YWibl6 h/f f f/2/GIO4/
/? umber of s' ie.
f                0 Yo of lo Yo l
'fiu VoAus ersec/ sie oDs/ned ix /'.eduuec :.
                    ' fin 4 bi /s'r % /srn s f f or Ron of Nu.
s
Ho / hesd l,osc. 'Tiu hsde vstua su sitonud Aom //a Ool.t bwek ejtmlis N, hiire4 ku &>el facr/
,w% porRon o/ Ha hb/ /usd /oss aNdlabd /v estJi Assic hjpc sf /oss is swnmaapd in w spuodsA<efinclubd as na y /7.
mosc Mau $/+y tjpr6 ago (/f 39). '/)ic amouni' of ' error '' in /6: Gob A> 20 A e 86MRsluo';                   Aoterw;           Q<+up>'f en No n d aaa'&,/ecpcrireenreuc<5) ht /9(!T tea /uot'<d flic c//ee ,of vorious exp//c) op;;wrimaticus on & buts H<a t Ha ss' /scsca!*
fadi.2sogon.7 of Aeod /oss.is oiscusud l
CVwy te Hu. (n e ,hca fotbr ob/snitd dom flu do/cbwok equaNm.is.r 8 h fpfAetnf.,
be/ow.
                        /u oddiWmh % doleIncof s9adon dstit; Hvi< usin soau tasoRon of &c/ku rGefordeauiistpie.dainhf in ftp/ds Alam6x-And Voe,9   l ituu of Nu sar/ra, Jages. 6%) 7 *s how &
YWibl6 h/f f f/2/GIO4/
eNukon Hu fneHm 4dw cofialaudin tuneact 1 of psasd'as
0 Yo of lo Yo l f
                  /bl lk044 fann 79/>M. Ild b/flbt $1(lrt /5 N/db*$bf /h$f//$llhc /p M.;
' fin 4 bi /s'r % /srn s f f or Ron of Nu.
C                     &ms. ar<<s-sic, n. io><>a +ci 8c <~ ?",y iii >>~~>c-amoun fs /6 /tds bu n. nu pasanf eda'up is AieA'on 6e/se, fhut is (nohably soyn/r%ufG inom (', p. ? )
Ho / hesd l,osc.
'Tiu hsde vstua su sitonud Aom //a Ool.t bwek ejtmlis N, hiire4 ku &>el acr/
f mosc Mau $/+y tjpr6 ago (/f 39).
'/)ic amouni' of ' error '' in /6: Gob A> 20 A e 86MRsluo'; Aoterw; Q<+up>'f en No n d aaa'&,/ecpcrireenreuc<5) ht /9(!T tea /uot'<d flic c//ee,of vorious exp//c) op;;wrimaticus on & buts H<a t Ha ss' /scsca!*
CVwy te Hu. (n e,hca fotbr ob/snitd dom flu do/cbwok equaNm.is.r 8 h fpfAetnf.,
/u oddiWmh % doleIncof s9adon dstit; Hvi< usin soau tasoRon of &c/ku rGefordeauiistpie.dainh in ftp/ds Alam6x-f l
And Voe,9 ituu of Nu sar/ra, Jages. 6%) 7
* how &
s eNukon Hu fneHm 4dw cofialaudin tuneact 1 of psasd'as
/bl lk044 fann 79/>M. Ild b/flbt $1(lrt /5 N/db*$bf /h$f//$llhc /p M.;
C
&ms. ar<<s-sic, n. io><>a +ci 8c <~ ?",y iii >>~~>c-amoun fs /6 /tds bu n. nu pasanf eda'up is AieA'on 6e/se, fhut is (nohably soyn/r%ufG inom (', p. ? )


MPR Associates,Inc.                                                                                                             Page [
MPR Associates,Inc.
320 King Street, Alesandria, VA 22314                             e
Page [
    ,, Cale: 102075 Dill 105                   Preparer: _ _       /% Checker: 7,                   -                          Print page 1 DETERMINATION OF FRICTION FACTORS                                                             I The purpose of this calculation is to evaluate the effect of variations in Reynolds Number and surface roughness on the value of friction factor. A range as well as a typical variation in each will be evaluated. The calculation is adapted from MPR calculation 102075DHH02. Reference 2.
320 King Street, Alesandria, VA 22314 e
Cale: 102075 Dill 105 Preparer: _ _
/% Checker: 7, Print page 1 DETERMINATION OF FRICTION FACTORS I
The purpose of this calculation is to evaluate the effect of variations in Reynolds Number and surface roughness on the value of friction factor. A range as well as a typical variation in each will be evaluated. The calculation is adapted from MPR calculation 102075DHH02. Reference 2.
PARAMETERS The nominal conditions for the system are:
PARAMETERS The nominal conditions for the system are:
The dynamic viscosity of water at 100*F and approximately atmospheric pressure:
The dynamic viscosity of water at 100*F and approximately atmospheric pressure:
4 9 := 142.010 lbfE             ASME Steam Tables (1967), Table 10, page 28010-20 psia,100F 2
9 := 142.010 lbfE ASME Steam Tables (1967), Table 10, page 28010-20 psia,100F 4
f1 The density of water at 100*F and approximately atmospheric pressure:
2 f1 The density of water at 100*F and approximately atmospheric pressure:
1     lb E*
1 lb E*
0.01613}           ASME Steam Tables (1967), Table 3, page 131,15 psia,100F The kinematic viscosity is then:           ,=y                 v = 7.369 10'     -
0.01613}
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.
ASME Steam Tables (1967), Table 3, page 131,15 psia,100F The kinematic viscosity is then:
,=y v = 7.369 10' 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.
c := 0.00015 A The friction factor. f, is determined from the Colebrook equation.
c := 0.00015 A The friction factor. f, is determined from the Colebrook equation.
1           Ic         2.51 )                                                                                               )
1 Ic 2.51 )
              -=- 0.86 in           +               where. D is the pipe diameter, ft
)
[r           ;D 3.7     Nr-[f)                 Nr is Reynolds Number FRICTION FACTORS FOR NOMINAL CONDITIONS:
-=- 0.86 in
+
where. D is the pipe diameter, ft
[r
;D 3.7 Nr-[f)
Nr is Reynolds Number FRICTION FACTORS FOR NOMINAL CONDITIONS:
14-inch nominal oice:
14-inch nominal oice:
D 21.1042 A Q =4291                   V :=       V = 9.984 -             Nr :=             Nr = 1.49610' mm             D2              see                   y n-4 l           c       2.51 I     I     I Guess value       g = 0.01         f := root    0.86 In '/    +         -
D 21.1042 A Q =4291 V :=
                                                                                            ,g                   f = 0.01384
V = 9.984 -
(                 Nr[gj       hj 6-inch nominal oice Q = 600 gd-               Q                  A                    DV                  s D = 0.5054 A                            V=         V   -6E4     -             Nr =           Nr = 4.57 10 mm               92              see                     y x-4 l         /c       2.51 I     I I Guess value       g := 0.01       f := root - 0.86-ini       +         -
Nr :=
                                                                                            ,g f = 0 01667
Nr = 1.49610' 2
                                                          \       k         Nr 81         8)
mm D
see y
n-4 l
f := root 0.86 In '/
c 2.51 I I
I Guess value g = 0.01
+
,g f = 0.01384
(
Nr[gj hj 6-inch nominal oice Q = 600 gd-V=
V -6E4 -
Nr =
Nr = 4.57 10 Q
A DV s
D = 0.5054 A 2
mm 9
see y
x-4 l
/c 2.51 I I I Guess value g := 0.01 f := root - 0.86-ini
+
,g f = 0 01667
\\
k Nr 81 8 )
FRICTION FACTORS FOR VARIATIONS FROM NOMINAL CONDITIONS:
FRICTION FACTORS FOR VARIATIONS FROM NOMINAL CONDITIONS:
The expressions used above can be evaluated for ranges of rou0hness and Reynolds number.
The expressions used above can be evaluated for ranges of rou0hness and Reynolds number.
EFFECT OF REYNOLDS NUMBER m      For the 14-inch nominal pipe:           D := 1.1042 A Reynolds Number: range               Nr := 1.0 10',1.1 106 . 2.010' Mathcad PLUS 6.0 PlPEDP3.MCD                                                                                     7:21 PM on 1/21/96 I
EFFECT OF REYNOLDS NUMBER For the 14-inch nominal pipe:
D := 1.1042 A m
Reynolds Number: range Nr := 1.0 10',1.1 10. 2.010' 6
Mathcad PLUS 6.0 PlPEDP3.MCD 7:21 PM on 1/21/96 I


MPR Associates,Inc.                                                                                                     Pageb 320 King Street, Alexandria,VA 22314                                     .
MPR Associates,Inc.
* Cale: 102075DHH05                           Preparer:                         hecker:[d                           Print page 2 O       Guess value          g = 0.01 l
Pageb 320 King Street, Alexandria,VA 22314 Cale: 102075DHH05 Preparer:
                                                                -0.86 Inj/
hecker:[d Print page 2 O
c         2.51 I     1     I                                         !
f(Nr) = root -0.86 Inj/
i f(Nr) = root
l c
{       \
2.51 I 1
Nr h) h,gj
I Guess value g = 0.01 i
                        ,,,                                              The nominal and the ratios of the 10 percent values
{
                                          ;                              to the nominal are:
\\
14.2 14          ,
Nr h) h,gj The nominal and the ratios of the 10 percent values to the nominal are:
                  ,                                                          f(1.496- 10') = 0.01384
14.2 f(1.496-10') = 0.01384 14
                                                  \                                       6 f(l.49610 0.9)
\\
{              %                                        ,
6
l                                     f(l.49610')                                                     l
{
                      "^                                                                 6 t   1.2   1.4     1.6   t.:     2           f(l.49610 1.1)       ,
f(l.49610 0.9) l f(l.49610')
f Nr(10'')                               f(l.49610')
"^
For the 6-inch nominal pipe:                 D :=0.5054 fl Reynolds Number: range                   Nr := 3 10',3.1 105 . 6.0 10' Guess value                                            /                     2.51 I      1  I g := 0.01          f(Nr) := root -0.86-In[.           + c        -
6 t
                                                                                                          ,g
1.2 1.4 1.6 t.:
                                                                      \         f*         Nr fg)     h)
2 f(l.49610 1.1) f Nr(10'')
IN                                                                           The nominal and the ratios of the i 10 percent values b
f(l.49610')
17.2 to the nominal are:
For the 6-inch nominal pipe:
17 g
D :=0.5054 fl Reynolds Number: range Nr := 3 10',3.1 10. 6.0 10' 5
R Nr) tooo i6.
/
              -                          N      N f(4.57 10') = 0.01667 N     N-5 f(4.5710 0.9) 16.4                                   s                                  =1.00809 16.2                                                           '
f(Nr) := root -0.86-In[. c 2.51 I 1
                                                                                              )
I Guess value g := 0.01
3   3.6     4.2   4.s   5.4       6                       5 f(4.5710 1.1 )
+
y, (,g 5)                                                 = 0.99318 114.57 10')
,g
;VI i
\\
Mathcad PLUS 6.0 PIPEDP3.MCD                                                                                 6:56 PM on 1/21/96             A
f
* Nr fg) h)
IN The nominal and the ratios of the i 10 percent values b
to the nominal are:
17.2 17 g
N f(4.57 10') = 0.01667 R Nr) tooo i6.
N N
f(4.5710 0.9) 5 N-16.4
=1.00809 s
16.2
)
3 3.6 4.2 4.s 5.4 6
5 f(4.5710 1.1 )
y, (,g 5)
= 0.99318 114.57 10')
I
;V i
Mathcad PLUS 6.0 PIPEDP3.MCD 6:56 PM on 1/21/96 A


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_= -
1 i
1 i
t MPR Associates.Inc.                                                                                                               Page7 320 King Street, Alexandria,VA 22314                           /         .                      ,
MPR Associates.Inc.
q Cale: 102075DilH05                             Preparer:         eMhecker:                                 '
Page7 t
Print page 3 EFFECT OF ROUGHNESS For the 14-inch nominal pipe:                     D = 1.1042 fl       Nr = 1.49610' Roughness : range               c :=.0001 ft,.00011 A. 0.0002-ft
320 King Street, Alexandria,VA 22314
(                       2.5l \         l 1 Guess value           g := 0.01             f(c) := root -0.86 +in ? c                    -
/
                                                                                                                  ,g
q Cale: 102075DilH05 Preparer:
eMhecker:
Print page 3 EFFECT OF ROUGHNESS For the 14-inch nominal pipe:
D = 1.1042 fl Nr = 1.49610' Roughness : range c :=.0001 ft,.00011 A. 0.0002-ft f(c) := root -0.86 in ? c 2.5l \\
l 1
(
Guess value g := 0.01
+
,g
('
('
* Nrh)           hj l                           15                                                                                                                       '
* Nrh) hj l
The nominal and the ratios of the i 40 percent values l                                                                               to the nominal are:
15 The nominal and the ratios of the i 40 percent values l
to the nominal are:
14'5
14'5
                                                                /                   f(0.0001511) = 0.01384 f( * )' 3
/
f(0.0001511) = 0.01384
/
f( * )' 3
* 84
* 84
                                                          /
/
                                                    /                                f(0.00015 0.6 ft) t                                               /                                                               = 0.9368 l
f(0.00015 0.6 ft) t
13.5          /                                               f(0 00015 ft)
/
)                               /                                                   f(0.00015 1.4-ft)
= 0.9368 l
                                                                                                                  = 1.05206 l-                               i   1.2     1.4     1.6   1.s   2                   1(0.00015 ft) c 10 A
/
For the 6-inch nominal pipe:                     D :=0.5054 A       Nr := 4.57 10' Roughness : range                 c := 0.0001 A,0.00011 fl. 0.0002 ft
f(0 00015 ft) 13.5
                                                                          /                       2.51 i          1I Guess value            g := 0.01              f(c) := root -0.86 +in[ c
)
                                                                                '\ ' ' Nr hj h ,gj The nominal and the ratios of the i 40 percent values 17.5 to the nominal are:
/
                                                                    /
f(0.00015 1.4-ft) = 1.05206 l-i 1.2 1.4 1.6 1.s 2
17
1(0.00015 ft) c 10 A
[                          f(0.00015 A) = 0.01667 gc> im 16.5                 /
For the 6-inch nominal pipe:
                                                    /
D :=0.5054 A Nr := 4.57 10' Roughness : range c := 0.0001 A,0.00011 fl. 0.0002 ft
                                            /                                            f(0.00015 0.6 ft)
/
                                                                                                                  = 0.93903 16
f(c) := root -0.86 in[ c 2.51 i 1 I Guess value g := 0.01
                                      /                                                       (0.00015 A)
+
                                    /
'\\ ' '
33,3                                                        f(0.000151.4 A) i     1.2   1.4     1.6   ts   2
Nr hj h,g j
                                                                                                                  =1.05188 f(0.00015 ft) c 10 A
The nominal and the ratios of the i 40 percent values 17.5 to the nominal are:
('N Mathcad PLUS 6.0 PIPEDP3.MCD                                                                                         6:56 PM on 1/21/96
/
[
f(0.00015 A) = 0.01667 17
/
gc> im 16.5
/
f(0.00015 0.6 ft)
/
= 0.93903
/
16 (0.00015 A)
/
f(0.000151.4 A) 33,3
=1.05188 i
1.2 1.4 1.6 ts 2
f(0.00015 ft) c 10 A
('N Mathcad PLUS 6.0 PIPEDP3.MCD 6:56 PM on 1/21/96


~                                                                                                  MPR Associates, Inc.
MPR Associates, Inc.
320 King Street Alexandria, VA 22314 o
~
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320 King Street Alexandria, VA 22314 oC Calculation No.
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s oho enfua &c/ de/oco (This ases to' etch,'k's i:o.stin,, se<.,, :u-119),
f = htoInst: Incx           tot /Aciir       &
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1 Y           hf i YY=
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g,. =   0.0ne g o a 5 = say s, .n4,<s.
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                          =
/t. = nsui,y 4 <s,s.
Dh       Ari drw //c &a meer = D //v p.i eb h a n e /er h 0,,!l flbo10C '         ,  j, [*
Dh Ari drw //c &a meer
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4 MPR Associates. Inc.
4 MPR Associates. Inc.
          ~
MMPR
MMPR                                                                      320 King Street Alexandria, VA 22314 Calculation No.                             Prepared By                   Checked By to207Surmor                             /?Voin L                       v$'ta.)o.,)                         " ** 9 ff!-               !V-in, f = o.oi?Sx/.tr 90 x o.ont =                 0. 0526 6 -i-       (g = o.oi7txtTx fo r o.sa7 = 0,0 39fr Vf*                 /V-il       (,',. = o.oi7fr J. fr YC > o.orge : o.o t b!
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l-a,       (S = 0.01777/ P Yr vo.oll7 ~ 0 0/975 fi,, = 4, 8, d                 i idu <<
320 King Street Alexandria, VA 22314 Calculation No.
4, =       /. o (f: to ' )
Prepared By Checked By to207Surmor
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!V-in, f = o.oi?Sx/.tr 90 x o.ont =
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                                                      =      0. 2 /         o. 2 /
/V-il
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da   ' 9e
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fiu comunal volws osc :
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9p *.
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o 't 2
* MPR Associates. Inc.
=
320 King Street Alexandria, VA 22314 Calculation No.                           Prepared By                       Checked By
Q f = o. o/to 3 + o. i of / = 0, /2 SV ] gg:"04?I. g,972 t/g o ic/-i?
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$ = 0.0 /973 + 0 /09/ = 0>/2!! } Chi'd? = 01 b le,,. (3 / z
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p -/co us A & hta /.'
 
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MPR Associates. Inc.
ndiciu7 jQ                              <
320 King Street Alexandria, VA 22314 Calculation No.
lo x 6x &             S/d 4e             0,7'/ 9 4.     (d.l lo )
Prepared By Checked By
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4 i                           fht bases dre flu drauc/r /r: / psst _< ,<rt tortstc/
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l On /he lusts a flue compuison a.n a//oe,,oua <f o 90 t
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iii
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der alfaaa*[e im//t& is evafuate/ de'fo*w. // sin
TEES (EcucAss 22.2 & hs 0.9 "k Ibfal 2 5. / "la ]
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L lows in & v'no AraucA /us are rasjV-p -/co us A & hta /.'
                          / tis /tol0 lio H !
~
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t</xthx & ndiciu7 4c I.!!7 4 DS. L "/, )
j                                                   _ . _
lo x 6x &
S/d 4e 0,7'/ 9 4. (d.l lo )
jQ A 'l2
'Elust ett ru e /<c S cr e/ Sie trn k'bu if *osi.
l
/v H a o+cro it her.c/ /oss is ren,.sina// (o.1 */. )..
4 i
fht bases dre flu drauc/r /r: / psst _<,<rt tortstc/
/h difail in /Z4ttau 5.
' flu hasie n(muce and de
//sc /rrauch /cc vr/tas (/W//er, /!<f f ) c/assi Ae'sA doeffiEu'+ds as 'c/ ass 2 '', tyktre ' class 2 loss coef-tcukh u n te fcr norme / disep putysose s ' (i'd rp i 9 ),
{
Grc p
//o ybanhafise tudr'mekus<. is pam'dedn Von'sbiioG.
der alfaaa*[e im//t& is evafuate/ de'fo*w.
// sin
'I-/T)9
/k/chik.($tAV&ute 'l
, p 34/
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Ct' =
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$ * $f kkl j
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= heryM q sidi.
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      . s MPR Associates, Inc.
s MPR Associates, Inc.
320 King Street Alexandria, VA 22314 Calculation No.             Prepared By               Checked By         I
320 King Street Alexandria, VA 22314 Calculation No.
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(Atoy2l=095744' i
neb
                                =
#~
h$        hFellCl1 lloid
Jor 6 = bauclt orn., v f(o.fofy)
                                                      = b OO ff9t+1 Qe = cnhauer floes ='/.2f/gyn, w s = heauch iv/wYy           =  4. 6 L Y#fua l
= f).200 4 f/
_                  We    = enhauce w/ocih, = 9. fly 4/ue V
* i (Atoy2l=095744'
:                          $:  $      Qld 3 c>vss sic her , g,gggy4
& = run a m.
;                                      o f h m c it
=
                                      =
i hFellCl1 lloid
bc       Aci)ht of ness sentn = / /o92 4.                                   \
= b OO ff9t+1 h$
=
Qe = cnhauer floes ='/.2f/gyn, w
= heauch iv/wYy
: 4. 6 L Y fua
=
s l
= enhauce w/ocih, = 9. fly 4/ue We V
Qld 3 c>vss sic her, g,gggy4 o f h m c it bc Aci)ht of ness sentn = / /o92 4.
\\
=
of tun l
of tun l
do                  Or2006 : 9,gggg fs/'# =      49576
fs/' =
                                                                    *d s . o. G O D I , o , ,,,g g, dc   2/o92         -
Or2006 : 9,gggg
e ,/r$
*d s. o. G O D I, o,,,,g g, do 49576 dc 2/o92 e,/r$
b"*
ES/qc b"*
ES/qc =              =  0,137f           %s: 4 ' ? ''   -  p.lt7f
'/21/
                                          '/21/                        04 9.pp/
0,137f
r<to m 7~o b/c 7- /           5/r; $ o. ? l~                               '
%s: 4 ' ? ''
l                                                 G/q, 0 - 1,0         s id = 4 o =A
p.lt7f
(                     />v m expit s sier>, 4 o%pam 7-![
=
                                                              ~
=
f , A 'fi+f sf- D k% oc ) = / / +f0.60(),- 2 0.4i?f*9e O                                                                                       #
04 9.pp/
NJ                                                   J                            /
r<to m 7~o b/c 7- /
* fg' g = /,t/t/(, ou    $%i&'s     is' Ai'9   ar M   <<' Hu d hi, & n e w d tu / H ///c e. (,< a.
5/r; $ o. ? l~
Va liu *f
l G/q, 0 - 1,0 s id = 4 o
* 2 telawces 2. aud S') tJ/o         a
=A
                                                                              /./Z W4 : /..to f
(
/>v m expit s sier>, 4 o%pam 7-![
f, A 'fi+f sf-D k% oc ) = /
/ +f0.60(),- 2 0.4i?f*
~
9e O
NJ
* fg' g = /,t/t/(, $%i&'s is' Ai'9 ar M <<' Hu Va liu *f
* 2 J
/
ou d hi, & n e w d tu / H ///c e. (,< a.
telawces 2. aud S') tJ/o
/. W4 : /..to f a
/Z


  . o                                                                                                                          l 1
o MPR Associates, Inc.
~
~
320 King Street Alexandria, VA 22314 f''S j
Q Calculation No.
Prepared By Checked By i
h/(dlh
/0 07501///0 [
$6tm fehena. MaiMol Aom Ne/cWk Me46<uu. 4 b Diverging wye of the type E, + Fu > F,; F, = Fc; Diagram a = 0-90*. Side branching. [10]
7 15 wt,4 Wst. Fat
: 1. O < a < 60* and a = 90' at h/h < 2/3:
c
# =A' 1+
-2 cos a = A'ff,
fc.s =,
,3
: 2. o = 90* and h/h = 1.0 (up to w/w = 2.0):
e e
fc., =
= A' I + 0.3
= A'f;,,
h,is the height of the cross section of the side branch; where for f},,, see the curves fj,, = f(w/w ) at different a; for A. see c
hc is the height of the cross Paragraph 15.
section of the common straight channel 4
*I I
IH I
* f I
I Il y
t i
I i Il APs tc.:
E lllf_
#" pwll2 "(w/w )'
f''y c
j V
u j jj!
n.s s
t o6 I
/ *Il e Oc F:
W y
! ' It il I / /l_
'I l
$,*b N Y h' jai,nt/ / //
W
'6 eai*/ / / If gg NWMt & / / i Y$
00 x,, w Cf 22 03 04QS 27 to 20 WsMc Table 71. Values of A F/r
<0.35
>0.35
>0.35 c
Q/Qc 0-1.0
<0A
>0A A
1.0 0.9 1-0.55 oa
MPR Associates, Inc.
MPR Associates, Inc.
320 King Street         l Alexandria, VA 22314     '
320 King Street Alexandria, VA 22314 Calculation No.
f''S                                                                                                                                j Q        Calculation No.                             Prepared By                                 Checked By                       i
Prepared By Checked By
      /0 07501///0 [                          '
/05075bil405
                                                      $6tm                                    h/(dlh fehena. MaiMol Aom Ne/cWk Me46<uu. 4 b Diverging wye of the type E, + Fu > F,; F, = Fc;                                                  Diagram a = 0-90*. Side branching. [10]                                                                  7 15 wt,4                   Wst. Fat      1. O < a < 60* and a = 90' at h/hc < 2/3:
/fW$
fc.s = ,          =A' 1+          -2    cos a  = A'ff ,
~//2/JcJ lb e
                                                                                ,3
i G. 4xted,
: 2. o = 90* and h/he = 1.0 (up to w/we= 2.0):
5 = dra u cl< s eer = "/y (0.Toiv)'.= o,2co!,4 s
fc., =           = A' I + 0.3        = A'f;,,
& = run o ver
h,is the height of the cross                                          -        # -
= 0.1 uo d 4
section of the side branch;          where for f},,, see the curves fj,, = f(w/w )c at different a; for A. see hc is the height of the cross        Paragraph 15.
* G
section of the common straight channel 4      *I                      I      IH                                                    l y              I
= fnuch Slo J
* f                    I      I Il t            i                I      i Il              APs    tc.:
= boo gpm S
E                          ,' '            '                    #"  pwll2 "(w/wc )'
Qe = censua./%sa
f''y                              $                            j        lllf_
= bo o gym ls.t 4it A lte.<
V                    u            :            ;   ,       j jj!                  n.s W e Oc F:                                    l y            ,     s      t o6        I        / *Il                                                        <
dwe.h Vel 11/g
                                                ! ' It    il        I / /l_
=
                                  '     '                 'I                -
=
l jai,nt/
(s.66 4 A/su We *te k t pel f,
                                        $ ,*b        N Y h'
kiId to o4.
                                                        / //
0.fo[Yfi
gg  W              '6      eai*/ / / If NWMt & / / i x,, wY$
=
00 Cf      22 03 04QS 27 to                    20 WsMc l
fg=
Table 71. Values of A F/rc              <0.35              >0.35                      >0.35 Q/Qc              0-1.0              <0A                        >0A A                1.0                0.9 1-                      0.55 o
: 0. lary ft.
a
Fun
$o !
b/f : /. o
/~s/fg -
/, 0 Qs/,.- /o N'/y, 4
/, g
,V tase. n io %
.9, l
(c,:
A ' f/ +ao3 s}*
d ' 1 %,
Tosh 7- /
5/;, = l
> a,3s Os/q, < /
> d, y 5'o A : c), f i So j} '
=0,5f{/.5}=0,2t$
0 lf
/ + 0, 5
'Tus i: low %n //a n /ue o r /. i s v o, m s % i w o
tht//o/irr Mi//e< (du /&te,wa s 2 aus g) fa h:o :
O' ?'f : 0,65
/, / S
'hab hould imph on uuudenuly sj. S'1 ;ctiend..L/ diGcaua.
t isnplie's Mof //u ao/cu/ofion vatu<. ma'y k foo big. /f is A
tonsta'cocc/ antcadottab/c fo use %k oWf<reua as // Mc..
0 ta la< la t< / &alu.< ecuto' Ac /co low 4y //. cat amoun t.


  '                                                                                          MPR Associates, Inc.
e.
320 King Street Alexandria, VA 22314 Calculation No.                        Prepared By                            Checked By
MPR Associates, Inc.
      /05075bil405                  /fW$                                          ~//2/JcJ e
320 King Street Alexandria, VA 22314 t^\\
lb i              G. 4xted ,
Q Calculation No.
5 = dra u cl< s eer = "/y (0.Toiv)' .= o,2co!,4 s
Prepared By Checked By hA/Ll 10.'.07SDHH06 dAun k
                            & = run              o ver    = 0.1 uo d 4
% defrenu ce befwcw L. la'eIcA>'k (deceau u_ y-)
* GS    = fnuch Slo J = boo gpm Qe = censua./%sa                = bo o gym 11/g  =
dwe.h Vel            =
ls.t 4it A lte.<
We *te k t pel                  '
(s.66 4 A/su
;                            f,      kiId to o4.                  =
0.fo[Yfi fg=            ''
Fun          :    0. lary ft.
                  $o !
                            /~s/fg -          /, 0 b/f : /. o Qs/4 , .- /o                        N'/y,      :      /, g
    ,V tase. n io %            .9, l                                (c,:    '
A ' f/ +ao3                s}*
d ' 1 % , Tosh 7- /                  5/;, = l                      > a,3s Os/q, < /                .,  > d, y    5'o A : c) , f i So
:  0 lf          / + 0, 5 j} '            =0,5f{/.5}=0,2t$
                      'Tus i: low %n //a n /ue                              o r /. i s ov o , m s % i w tht//o/irr Mi//e< (du /&te,wa s 2 aus g) fa h:o :    O' ?'f : 0,65
                                      /, / S
                'hab hould          imph    t    on uuudenuly sj. S'1 ;ctiend. .L/ diGcaua.
isnplie's      Mof //u ao/cu/ofion vatu<. ma'y k foo big                                A . /f is          1 tonsta'cocc/ antcadottab/c fo use %k oWf<reua as // Mc . .                                                  1 0      ta la< la t< / &alu.< ecuto' Ac /co low 4y //. cat amoun t.
: e.    .
* MPR Associates, Inc.
320 King Street Alexandria, VA 22314 t^\
Q       Calculation No.               Prepared By             Checked By 10.'.07SDHH06                     dAun               hA/Ll k                   % defrenu ce befwcw L. la'eIcA>'k (deceau u_ y-)
igsutt and the valu.e. usia.5 h> iller (t?.i kn u u. S ) -
igsutt and the valu.e. usia.5 h> iller (t?.i kn u u. S ) -
in d.aItalaHan /02t>HbWo2 (f.:fe:.vu 2 ) Is inuch grea teo-i ih flu ase of & dxdid brauch / tow /kan                     /A i / W / w ea cc.
in d.aItalaHan /02t>HbWo2 (f.:fe:.vu 2 ) Is inuch grea teo-i ih flu ase of & dxdid brauch / tow /kan
behvcen vokas he /As. tyx icjx g, h,,,ej, ,cim ,a,/ /s in a.
/A i / W / w ea cc.
6%en/ dincAon.'                                                '
behvcen vokas he /As.
l                   6ha. //u bu/k af f/u loss is in Hu IVx Nx la &e and stuu d oppem Md Nu lx&vi 7a' yahu6 oec ceswvahk, & unao.loirdy c)   o pe+anf /n & IVrIVr 4 7tc d couv'dte & sppvvimsb vatw.
tyx icjx g, h,,,ej,,cim,a,/ /s in a.
                -w % Tees.
6%en/ dincAon.'
l 6ha. //u bu/k af f/u loss is in Hu IVx Nx la &e and stuu d oppem Md Nu lx&vi 7a' yahu6 oec ceswvahk, & unao.loirdy c) o pe+anf /n & IVrIVr 4 7tc d couv'dte & sppvvimsb vatw.
-w
% Tees.
IO
IO
'U
'U
              &iroxoce (4.S%ofhri).
&iroxoce (4.S%ofhri).
                      &c enfyoua loss is Hro+ Ne a shwdord cliorp cnhauu. Aovuby of l             He enkn'ia douldredue: Hs to/uc sonwhat; houncq Hvi way be conc
&c enfyoua loss is Hro+ Ne a shwdord cliorp cnhauu. Aovuby of l
;            Vorter supposion et>uthsc Hrof ecctId twcasc Hu loss. 3 is tradmd f             pmdwI h allow Gia topex. tut Vodonon in Has los: Schr.
He enkn'ia douldredue: Hs to/uc sonwhat; houncq Hvi way be conc Vorter supposion et>uthsc Hrof ecctId twcasc Hu loss. 3 is tradmd f
pmdwI h allow Gia topex. tut Vodonon in Has los: Schr.
bCE INEC (C,I % of No / ) fdWGKllAt.l/6S (So I % of l0fai }
bCE INEC (C,I % of No / ) fdWGKllAt.l/6S (So I % of l0fai }
Tlie oat < teh cs ef/tr wry />P/t flow ictisfence. I): tie is no irdicsnon of /Ae accunty of f/c facb / Vo/ues. Tia clack va/rc Acadloss d 1               obfcined /Soon acfua/ fcsf data en similsr, but / tot idmhts/Vo/ns.
Tlie oat < teh cs ef/tr wry />P/t flow ictisfence. I): tie is no irdicsnon of /Ae accunty of f/c facb / Vo/ues. Tia clack va/rc Acadloss d 1
14 Von' anon of 20,xrant thould be op edtyucia a//owouce. A<
obfcined /Soon acfua/ fcsf data en similsr, but / tot idmhts/Vo/ns.
var,'a W/t hj, O
4 Von' anon of 20,xrant thould be op edtyucia a//owouce. A<
* MPR Associates, Inc.
1 var,'a W/t h,
320 King Street Alexandria, VA 22314 Calculation No.           Prepared By                 Checked By to 20'15 D1/40 S         j}Q                         pg                         P 9' /f
j O
            %74L. VAA/A7704l T/u illtfl3                                               csc/loss eoi, k eomJuu$           llaSc       Vers'4Np7t$
 
d oway staidsed mt/ Ads. Su, /rr on  7Vu Us /
MPR Associates, Inc.
twnp/t, /%rW(/Munec d)or /?9ofM (6frowa 7).
320 King Street Alexandria, VA 22314 Calculation No.
J/u 16.Jb~             &/ 4                                                   ;
Prepared By Checked By P 9' /f to 20'15 D1/40 S j}Q pg
                    $ = AN,ju   p      Waw,s          O'Incs *Nyotscs
%74L. VAA/A7704l T/u illtfl3 csc/loss eoi, k eomJuu$ llaSc Vers'4Np7t$ on 7Vu Us /
d oway staidsed mt/ Ads. Su, /rr twnp/t, /%rW(/Munec d)or /?9ofM (6frowa 7).
J/u 16.Jb~
&/ 4
$ = AN,ju W O'I
*Nyotscs
* l % trw u.
* l % trw u.
ee  4> mat9 / , & inta As>,,n A ht / Aisd loss (if
p aw,s ncs 4> mat /, & inta As>,,n A ht / Aisd loss ee 9
* M   Y                                        f._ . 4 k ,
Y (if
pH,p ) & W' 4-        2L{g_       et w
* M H,p ) & ' 4-f._. 4 k,
              /N /k earkrfa>A*mts of %'s es/ca/sd'nt ts.}isudis we (dss /n/udde Wu i>1o%Was/ wash'n's s s pia >1/s fero %tArss) os hidr <t,   Se ,
2L{g_
* 6"[           >
W et w p
                                                    'k -
/N /k earkrfa>A*mts of %'s es/ca/sd'nt ts.}isudis we (dss /n/udde Wu i>1o%Was/ wash'n's s s pia >1/s fero %tArss) os hidr <t, S,
                                                          " Q ,, p ' S g 4p, 4 u     u
* 6"[
: 2.                       2.
'k -
()th s ()>tss             clia $ elbows     ~--~
" Q,, p ' S g 4, 4 p
e u u 2.
2.
()th s
()>tss clia $ elbows
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t MPR Associates. Inc.
,,                                                                    MPR Associates. Inc.
320 Kir.g Street Alexandria, VA 22314 Calculation No.
320 Kir.g Street Alexandria, VA 22314 Calculation No.             r pared By                 Checked By
r pared By Checked By O' lb
        /020750l/IlOS                 pm                       Q,                     O' lb i
/020750l/IlOS pm Q,
            $o mp o rt e n f_         bl/               $        (Ll/.S)
i
: 4.             Aukm           (y >                   ;
$o mp o rt e n f_
            $hedgh/ /%pe             '/. 7 T             0.10       0.225g
bl/
                                    ),7.27 Elbnus                                      p. 2 0       o.2979 Tee s                   .1. ?Yo             0.20       0 5 cos
(Ll/.S) 4.
              %/ecs                 0 2?'?             o.co       0.0502 En/raua               0 7 7 p'           O. 0     0.02yo E rne                / /. ?70                        0. 977Y     (+,'
Aukm (y >
Ql=
$hedgh/ /%pe
fu   0.937: A.
'/. 7 T 0.10 0.225g Elbnus
l 5 4 Volttt t,/ Gg',, ba$ o/$o brcn to/tulodd de cmo Arrn yan'sfins af IO , 20, sud 50 pesaaf n ut/u q h con,posun/s onpap                       17 i              A/o6 /An/ tscn tvi/h fo Vo torinh'en ik t<t/i toivponcef-, %.
),7.27
Gom bined (flec/ on ./// i: ), y Jcc: ft;ss m 2 h/ wsagin a         piondcc/.
: p. 2 0 o.2979 Tee s
.1. ?Yo 0.20 0 5 cos
%/ecs 0 2?'?
o.co 0.0502 En/raua 0 7 7 p' O.
0 0.02yo Ql=
: 0. 977Y
(+,'
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    ,        surnmary.e 0.tre     n or wan       .a caicuisuon 10207sc =2 Rost44ean4quare Combinsuon of Variations Components       Straght Etxws P@c    00145' Tees     Vaws       Ect ance     TotN     M [y      WA*&
/7 surnmary.e 0.tre n or wan
v       Ertrance 01739 Ole &r) b : 2A AAf Pee                 0113 Eltxw 90'                   0282 Pe$                0 094 TH Re                                 DM2 Pse                 0434 Etxw 45'                     O200 Poe                 0 046 Elbow 45'                   O200
.a caicuisuon 10207sc =2 Rost44ean4quare Combinsuon of Variations M [y Components Straght Etxws Tees Vaws Ect ance TotN WA*&
            . Tee Branch                             1 857 tim Ppng           0 687   0 681     1 919                   0 774   4 061 Pye                 0 080 Etow90'                     O145 Poe                 0 391 Elbow 90*                   0145 Elbow 45'                   O103 Poe                 0 081 i
P@c 00145' v
Elbow 90*                   O145 l             Ppe                 0 171 Elbow 90'                   O145 Gate Vahe                                       0083 Psc                 0 013 Check Valve                                     0629 Tae Branch                           0779 Pse                 0154 Etxw 90'                     O145 P@e                 0177 Etow 45'                     O103 Poe                 0313 Etxw 90*                     O145 P@e -               0 011 Etxw 90*                     O145                                                                       ,
Ole &r) b : 2A AAf Ertrance 01739 Pee 0113 Eltxw 90' 0282 Pe 0 094 TH Re DM2 Pse 0434 Etxw 45' O200 Poe 0 046 Elbow 45' O200
Poe                 0739                                                                                 '
. Tee Branch 1 857 tim Ppng 0 687 0 681 1 919 0 774 4 061 Pye 0 080 Etow90' O145 Poe 0 391 Elbow 90*
j 0 145 l
0145 Elbow 45' O103 Poe 0 081 Elbow 90*
Ppe                0 086 O Et:cw90' Eexw 45' Pse                 0 137 O103 Etxw 90*                     O145 Elbow 90'             .
O145 i
0145 P;e                 1154                                                                                 i Elbow 90'                   O145 Pee                 0165 E: bow 00*                   O145 P$e -               0 131                                                                               k '
l Ppe 0 171 Elbow 90' O145 Gate Vahe 0083 Psc 0 013 Check Valve 0629 Tae Branch 0779 Pse 0154 Etxw 90' O145 P@e 0177 Etow 45' O103 Poe 0313 Etxw 90*
O145 P@e -
0 011 Etxw 90*
O145 Poe 0739 0 145 j
O Et:cw90' l
Ppe 0 086 Eexw 45' O103 Pse 0 137 Etxw 90*
O145 Elbow 90' 0145 P;e 1154 i
Elbow 90' O145 Pee 0165 E: bow 00*
O145 P$e -
0 131 k
i i
i i
6.e Ppng           3 805   2 046   0 779     0 712                 7241 Tee Run                               0 028 Ca'e Valve                                     0083 Pe 9                  0 021 Gate Valve                                     0083 Pc S                  0 240 Tee Run (half)                       0 014 sucton Header       0 261             0 041     0165                   0 468                           l Total Sy. tem       4.752   2.727   2.740     0.877         0.774 11 870 Percent             40.0     23.0     23.1       7.4           S.S 100.0 Vanaten Percent       10       20       20       20           20 Vannten Fast       0475     0 545   0 548     0175           0 155 Vanaten*2         0 226     0 297   0 300     0 031         0 024 RMS Variation                       0.837 0475                                                                              i   :
6.e Ppng 3 805 2 046 0 779 0 712 7241 Tee Run 0 028 Ca'e Valve 0083 Pe 0 021 9
Venston 010%                 0 273   0 274     0 088         0 077   1 187 Vanation*2         0 226     0 074   0 075     0 008         0 006                                       l RMS Variation 310% each             0.824 Vansion g 20%     0950     0 545   0 548     0 175         0 155   2 374 i
Gate Valve 0083 Pc 0 240 S
Vanation*2         0903     0 297   0300     0 031         0 024
Tee Run (half) 0 014 sucton Header 0 261 0 041 0165 0 468 l
}     (s                                         RMS Verlation 3 20% each           1.247 l
Total Sy. tem 4.752 2.727 2.740 0.877 0.774 11 870 Percent 40.0 23.0 23.1 7.4 S.S 100.0 Vanaten Percent 10 20 20 20 20 Vannten Fast 0475 0 545 0 548 0175 0 155 Vanaten*2 0 226 0 297 0 300 0 031 0 024 RMS Variation 0.837 i
Vannten O 30%     1426     0818     0 822   0 263           0 232   3 561 Vanaten*2         2 033   0 669     0676     0 069           0 054 RMS Variation 6 30% each           1.871 OusttroPro We 6 0 CRPlPE WB2                                                               20.Ja496   I
Venston 010%
0475 0 273 0 274 0 088 0 077 1 187 Vanation*2 0 226 0 074 0 075 0 008 0 006 RMS Variation 310% each 0.824 Vansion g 20%
0950 0 545 0 548 0 175 0 155 2 374 Vanation*2 0903 0 297 0300 0 031 0 024 i
}
(s RMS Verlation 3 20% each 1.247 l
Vannten O 30%
1426 0818 0 822 0 263 0 232 3 561 Vanaten*2 2 033 0 669 0676 0 069 0 054 RMS Variation 6 30% each 1.871 OusttroPro We 6 0 CRPlPE WB2 20.Ja496 I


4                                                                                      3FoVW oz Eneto surc 3 EMPR
3FoVW oz 4
{]                                     _
Eneto surc 3 EMPR
{]
A S S O C I A T E S I N C.
A S S O C I A T E S I N C.
ENGI NEERS G
G ENGI NEERS February 13,1996 Mr. Paul Tanguay Director, Nuclear Engineering and Projects Florida Power Corporation Crystal River Energy Complex 15760 West Power Line St.
February 13,1996 Mr. Paul Tanguay Director, Nuclear Engineering and Projects Florida Power Corporation Crystal River Energy Complex 15760 West Power Line St.
Crystal River, Florida 34428-6708
Crystal River, Florida 34428-6708


Line 414: Line 705:


==Dear Mr.Tanguay:==
==Dear Mr.Tanguay:==
At your request we reviewed Florida Power Corporation calculation M94-0053, Revision 2,
At your request we reviewed Florida Power Corporation calculation M94-0053, Revision 2,
          " Allowable MUT-1 Indicated Overpressure vs. Indicated Level," as well as some material 3   that is being prepared for the next revision (Revision 3) of that~ calculation. The results of (O    that review were forwarded to you by our letters of January 11 and 22,1996. The purpose of this letter is to forward an additional calculation reporting the results of work to evaluate the impact on the calculated value of allowable makeup tank pressure of a lower temperature in the makeup tank.
" Allowable MUT-1 Indicated Overpressure vs. Indicated Level," as well as some material 3(O that is being prepared for the next revision (Revision 3) of that~ calculation. The results of that review were forwarded to you by our letters of January 11 and 22,1996. The purpose of this letter is to forward an additional calculation reporting the results of work to evaluate the impact on the calculated value of allowable makeup tank pressure of a lower temperature in the makeup tank.
A high temperature of 135'F in the makeup tank was selected in the original calculations because it maximizes the vapor pressure of the water in the gas space and should result in a higher pressure in the makeup tank as the level drops. However, there is a competing effect in that the solubility of gas in the water in the tank is higher at a lower temperature so that there is more dissolved gas available to come out of solution as the pressure in the gas space drops. The attached MPR Calculation (102075DHH06) evaluates the maximum allowable pressure for temperatures of 135'F and 100*F. As expected, the allowable pressure would be increased if the makeup tank were assumed to be at the lower temperature, i.e., the assumption of a high temperature in the makeup tank is conservative for setting the allowable pressure in that it results in a lower curve of pressure versus level.
A high temperature of 135'F in the makeup tank was selected in the original calculations because it maximizes the vapor pressure of the water in the gas space and should result in a higher pressure in the makeup tank as the level drops. However, there is a competing effect in that the solubility of gas in the water in the tank is higher at a lower temperature so that there is more dissolved gas available to come out of solution as the pressure in the gas space drops. The attached MPR Calculation (102075DHH06) evaluates the maximum allowable pressure for temperatures of 135'F and 100*F. As expected, the allowable pressure would be increased if the makeup tank were assumed to be at the lower temperature, i.e., the assumption of a high temperature in the makeup tank is conservative for setting the allowable pressure in that it results in a lower curve of pressure versus level.
The amount of the difference between the two assumptions varies with the level in the makeup tank; however, the higher temperature is conservative (as defined above) for any level. This effect adds some implicit conservatism to the calculated pressure versus level curve. For example, at a tank level of 80 inches, a temperature of 100* Fin the makeup 320 KING STREET           ALEXANDRIA, VA 22314 3238                 703-519-0200         FAX: 703 619-0224
The amount of the difference between the two assumptions varies with the level in the makeup tank; however, the higher temperature is conservative (as defined above) for any level. This effect adds some implicit conservatism to the calculated pressure versus level curve. For example, at a tank level of 80 inches, a temperature of 100* Fin the makeup 320 KING STREET ALEXANDRIA, VA 22314 3238 703-519-0200 FAX: 703 619-0224


l                                                                                                                     l l,.                                                                                                                   i l
l l
r i
i l,.
,              Mr. Paul Tanguay                                                         February 13,1996         i i
l r
Mr. Paul Tanguay February 13,1996 i
i i
f tank instead of 135'F, would add about 6 feet of additional margin to the makeup tank level draw down.
f tank instead of 135'F, would add about 6 feet of additional margin to the makeup tank level draw down.
l               If you have questions on the enclosed calculation or this letter, please do not hesitate to l               contact us.
l If you have questions on the enclosed calculation or this letter, please do not hesitate to l
contact us.
l Sincerely, l
l Sincerely, l
l Dwight H. Harrison
Dwight H. Harrison


==Enclosure:==
==Enclosure:==
MPR Calculation 102075DHH06 cc:     Mr. R. Clauson, Florida Power, w/encls i
MPR Calculation 102075DHH06 cc:
Mr. R. Clauson, Florida Power, w/encls i
Mr. K. Ledzian, Florida Power, w/encls l
Mr. K. Ledzian, Florida Power, w/encls l
l O
l O
Line 435: Line 729:
!i n.
!i n.
t l:
t l:
9 lI i                                                                                                                   I I
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l O                                                                                                               ;
O 1
1
-}}
-}}

Latest revision as of 04:24, 13 December 2024

Potential Uncertainty in Total Head Loss from Bwst to Mut Tie-In
ML20101M552
Person / Time
Site: Crystal River Duke Energy icon.png
Issue date: 01/24/1996
From: Harrison D
MPR ASSOCIATES, INC.
To:
Shared Package
ML20101M505 List:
References
102075DHH05, 102075DHH05-R00, 102075DHH5, 102075DHH5-R, NUDOCS 9604050439
Download: ML20101M552 (19)


Text

.

MPR Associates, Inc.

320 King Street Alexandria, VA 22314 O

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MPR Associates,Inc.

Page [

320 King Street, Alesandria, VA 22314 e

Cale: 102075 Dill 105 Preparer: _ _

/% Checker: 7, Print page 1 DETERMINATION OF FRICTION FACTORS I

The purpose of this calculation is to evaluate the effect of variations in Reynolds Number and surface roughness on the value of friction factor. A range as well as a typical variation in each will be evaluated. The calculation is adapted from MPR calculation 102075DHH02. Reference 2.

PARAMETERS The nominal conditions for the system are:

The dynamic viscosity of water at 100*F and approximately atmospheric pressure:

9 := 142.010 lbfE ASME Steam Tables (1967), Table 10, page 28010-20 psia,100F 4

2 f1 The density of water at 100*F and approximately atmospheric pressure:

1 lb E*

0.01613}

ASME Steam Tables (1967), Table 3, page 131,15 psia,100F The kinematic viscosity is then:

,=y v = 7.369 10' 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.

c := 0.00015 A The friction factor. f, is determined from the Colebrook equation.

1 Ic 2.51 )

)

-=- 0.86 in

+

where. D is the pipe diameter, ft

[r

D 3.7 Nr-[f)

Nr is Reynolds Number FRICTION FACTORS FOR NOMINAL CONDITIONS:

14-inch nominal oice:

D 21.1042 A Q =4291 V :=

V = 9.984 -

Nr :=

Nr = 1.49610' 2

mm D

see y

n-4 l

f := root 0.86 In '/

c 2.51 I I

I Guess value g = 0.01

+

,g f = 0.01384

(

Nr[gj hj 6-inch nominal oice Q = 600 gd-V=

V -6E4 -

Nr =

Nr = 4.57 10 Q

A DV s

D = 0.5054 A 2

mm 9

see y

x-4 l

/c 2.51 I I I Guess value g := 0.01 f := root - 0.86-ini

+

,g f = 0 01667

\\

k Nr 81 8 )

FRICTION FACTORS FOR VARIATIONS FROM NOMINAL CONDITIONS:

The expressions used above can be evaluated for ranges of rou0hness and Reynolds number.

EFFECT OF REYNOLDS NUMBER For the 14-inch nominal pipe:

D := 1.1042 A m

Reynolds Number: range Nr := 1.0 10',1.1 10. 2.010' 6

Mathcad PLUS 6.0 PlPEDP3.MCD 7:21 PM on 1/21/96 I

MPR Associates,Inc.

Pageb 320 King Street, Alexandria,VA 22314 Cale: 102075DHH05 Preparer:

hecker:[d Print page 2 O

f(Nr) = root -0.86 Inj/

l c

2.51 I 1

I Guess value g = 0.01 i

{

\\

Nr h) h,gj The nominal and the ratios of the 10 percent values to the nominal are:

14.2 f(1.496-10') = 0.01384 14

\\

6

{

f(l.49610 0.9) l f(l.49610')

"^

6 t

1.2 1.4 1.6 t.:

2 f(l.49610 1.1) f Nr(10)

f(l.49610')

For the 6-inch nominal pipe:

D :=0.5054 fl Reynolds Number: range Nr := 3 10',3.1 10. 6.0 10' 5

/

f(Nr) := root -0.86-In[. c 2.51 I 1

I Guess value g := 0.01

+

,g

\\

f

  • Nr fg) h)

IN The nominal and the ratios of the i 10 percent values b

to the nominal are:

17.2 17 g

N f(4.57 10') = 0.01667 R Nr) tooo i6.

N N

f(4.5710 0.9) 5 N-16.4

=1.00809 s

16.2

)

3 3.6 4.2 4.s 5.4 6

5 f(4.5710 1.1 )

y, (,g 5)

= 0.99318 114.57 10')

I

V i

Mathcad PLUS 6.0 PIPEDP3.MCD 6:56 PM on 1/21/96 A

_= -

1 i

MPR Associates.Inc.

Page7 t

320 King Street, Alexandria,VA 22314

/

q Cale: 102075DilH05 Preparer:

eMhecker:

Print page 3 EFFECT OF ROUGHNESS For the 14-inch nominal pipe:

D = 1.1042 fl Nr = 1.49610' Roughness : range c :=.0001 ft,.00011 A. 0.0002-ft f(c) := root -0.86 in ? c 2.5l \\

l 1

(

Guess value g := 0.01

+

,g

('

  • Nrh) hj l

15 The nominal and the ratios of the i 40 percent values l

to the nominal are:

14'5

/

f(0.0001511) = 0.01384

/

f( * )' 3

  • 84

/

f(0.00015 0.6 ft) t

/

= 0.9368 l

/

f(0 00015 ft) 13.5

)

/

f(0.00015 1.4-ft) = 1.05206 l-i 1.2 1.4 1.6 1.s 2

1(0.00015 ft) c 10 A

For the 6-inch nominal pipe:

D :=0.5054 A Nr := 4.57 10' Roughness : range c := 0.0001 A,0.00011 fl. 0.0002 ft

/

f(c) := root -0.86 in[ c 2.51 i 1 I Guess value g := 0.01

+

'\\ ' '

Nr hj h,g j

The nominal and the ratios of the i 40 percent values 17.5 to the nominal are:

/

[

f(0.00015 A) = 0.01667 17

/

gc> im 16.5

/

f(0.00015 0.6 ft)

/

= 0.93903

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/

f(0.000151.4 A) 33,3

=1.05188 i

1.2 1.4 1.6 ts 2

f(0.00015 ft) c 10 A

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0145 Elbow 45' O103 Poe 0 081 Elbow 90*

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i i

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Total Sy. tem 4.752 2.727 2.740 0.877 0.774 11 870 Percent 40.0 23.0 23.1 7.4 S.S 100.0 Vanaten Percent 10 20 20 20 20 Vannten Fast 0475 0 545 0 548 0175 0 155 Vanaten*2 0 226 0 297 0 300 0 031 0 024 RMS Variation 0.837 i

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A S S O C I A T E S I N C.

G ENGI NEERS February 13,1996 Mr. Paul Tanguay Director, Nuclear Engineering and Projects Florida Power Corporation Crystal River Energy Complex 15760 West Power Line St.

Crystal River, Florida 34428-6708

Subject:

Crystal River Unit 3-Review of Calculations of Maximum Allowable Makeup Tank Pressure

Dear Mr.Tanguay:

At your request we reviewed Florida Power Corporation calculation M94-0053, Revision 2,

" Allowable MUT-1 Indicated Overpressure vs. Indicated Level," as well as some material 3(O that is being prepared for the next revision (Revision 3) of that~ calculation. The results of that review were forwarded to you by our letters of January 11 and 22,1996. The purpose of this letter is to forward an additional calculation reporting the results of work to evaluate the impact on the calculated value of allowable makeup tank pressure of a lower temperature in the makeup tank.

A high temperature of 135'F in the makeup tank was selected in the original calculations because it maximizes the vapor pressure of the water in the gas space and should result in a higher pressure in the makeup tank as the level drops. However, there is a competing effect in that the solubility of gas in the water in the tank is higher at a lower temperature so that there is more dissolved gas available to come out of solution as the pressure in the gas space drops. The attached MPR Calculation (102075DHH06) evaluates the maximum allowable pressure for temperatures of 135'F and 100*F. As expected, the allowable pressure would be increased if the makeup tank were assumed to be at the lower temperature, i.e., the assumption of a high temperature in the makeup tank is conservative for setting the allowable pressure in that it results in a lower curve of pressure versus level.

The amount of the difference between the two assumptions varies with the level in the makeup tank; however, the higher temperature is conservative (as defined above) for any level. This effect adds some implicit conservatism to the calculated pressure versus level curve. For example, at a tank level of 80 inches, a temperature of 100* Fin the makeup 320 KING STREET ALEXANDRIA, VA 22314 3238 703-519-0200 FAX: 703 619-0224

l l

i l,.

l r

Mr. Paul Tanguay February 13,1996 i

i i

f tank instead of 135'F, would add about 6 feet of additional margin to the makeup tank level draw down.

l If you have questions on the enclosed calculation or this letter, please do not hesitate to l

contact us.

l Sincerely, l

Dwight H. Harrison

Enclosure:

MPR Calculation 102075DHH06 cc:

Mr. R. Clauson, Florida Power, w/encls i

Mr. K. Ledzian, Florida Power, w/encls l

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