Calculation S-1-FHV-MDC-0705, Revision 5, 'FHV System ... · 2.4 ASHRAE HVAC Systems & Applications...

Attachment 3LR-N08-0149

LAR S08-01RAI Response

Calculation S-1-FHV-MDC-0705

CC-AA-309-1001Revision 3

Design Analysis Major Revision Cover Sheet

Design Analysis

Analysis No.:

Title:3

ECIECR No.: 4

Major Revision) Last Page No.' Attach 8- Page 19 of 19

S-i-FHV-MDC-0705 Revision: 2 6

FHV System Heating and Cooling Load and Air Flow Determinationmlml .. .. m

Revision: 0/0

Station(s): 7

Unit No.; a

Discipline: 9

Descrip. Cod

Salem Component(s): 14 Spent Fuel Pool VentilationUnit 1

Mechanical,do/Keyword: 0 FHV

Safety/QA Class: : Safety-related

System Code: 12 FHVStructure: '" N/A

CONTROLLED DOCUMENT REFERENCES '5

Document No.: From/To Document No.: FromiTo

From To

From To

From To

Is this Design Analysis 8afeguards information? 1" Yes [] No [ If yes, see SY-AA-101-106

Does this Design Analysis contain Unverified Assumptions? 17 Yes I] No I if yes, ATI/AR#

This Design Analysis SUPERCEDES: 'a in its entirety.

Description of Revision (list affected pages for partials): 1.

Revision 6 modifies Attachment 8 to Include the surface of the fuel transfer pool along with the surface of the spent fuelstorage pool In calculating both sensible heat and latent heat that Is transferred to the fuel building ventilation system. Therevision also makes minor changes to Attachment 8, as desoribed therein. No changes other than the changes to Attachment8 are made to this calculation by Revision 5.

Preparer: 20T. J. DelGalzo, PE (MLEA)

Rnii Mmii.

9/1212007

.1fi

Method of Review: 21 Detailed Review [ Alternate Calculations (attached) C Testing '

Reviewer: 22 J. Wledemann (MLEA) • T- 9/13/2007

PrInl Name 819g Name Dote

Review Notes: 20 independent review [ Peer review 0)

(For Edtmernl AaralyMe Pliy)External Approver "_ _ _ _

Pri Name Date

Independent 3'4 Party Review Reqd? 26 Yes/Nog

Exelon Approver: = A. Johnson lu ...... JLQ

prim Name 4 na

-t

t;~~~:i fi" =." ..'::•;,.:,. . . - .'•7 '3-.' . .. .

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Page I a of 167

REVISION HISTORY

Revision Issue Date Revision Description

Cover Revises Attachment 8 to include the surface area of the fuel transfer pool5Sheet and makes other minor changes or corrections to Attachment 8. No otherSheet changes are made to the calculation except for Attachment 8.

Emergency SFP temperature has Increased from 150OF to I 800F. The4 5112/1995 Impact has been addressed by Attachment 8. Incorporated DCP 1EC-

3262-01, CD M502, based on input data from Rev. 2 of this document.3 92/994 Revised to provide leakage data for new pressure relief dampers to make

1 the truck bay part of the FHB. Incorporates DCP 1 EC-3278, CD M51 9.

2 8/3/1993 Revised to remove conservative approach and conservative.... assumptions.

1 1/281992 Classified as final after revising unit heater capacity and revising FHB_area temperatures,

0 6/1011991 Initial Issue

PAGE REVISION INDEX

PAGE REV PAGE REV PAGE REV PAGE REV1 5 Attachment 1 4la 5 Attachment 2 4

2 to 148 4 _ . Attachment 3 4149 4 Attachment 4 4150 4 .............. Attachment 5 4151 5 Attachment 6 4152 5 .Attachment 7 4153 5 ,. . Attachment 8 5154 5155 5156 5 ,,157 5 ...158 5159 5160 5 _ _. '" ,161 5162 5 ___ ___ _______

163 5..164 5 ...... 4165 4166 4 ____ ___ ___ ___ _______

167 5

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W-1

0 PSIRAGCALCULATION

CONTINUATION SHEET

TITLE

FHV Sys Htg/Ctg Load &Airflow DeterminationCatca - Unit I

ImL

ORIGINATOR I tDATE C-1-'&-

VFR or CKRDATE _-__,__

TABLE OF CONTENTS

IiI

1.0

2.0

3.0

4.0

Cover Sheet

Table of Contents

PURPOSE

REFERENCES

ASSUMPTIONS & DESIGN DATA

CALCULATIONS

4.1 Determination of U-Factors

4.2 Determination of CLTD

4.3 Cooling Load Calculations

4.4 Heating Load Calculations

4.5 Determination of Room Flow RateRequirements and Room Temperature

4.6 Determination of Room Temperature(@ Design Flow & Calculated Cooling Load)

4.7 Determination of Heater Loads

4.8 Determination of Room TemperatureDue to Loss of Heaters (@ Design Flow)

4.9 Determination of Temperature RiseAcross Supply Fan IVHE24.

4.10 Determination of Relative Humidity ofAir Entering Through Charcoal Filter2VHE503 (@ Design Flow and DesignTemperature) During Accident Mode OfOperation.

Page No.

1

4

7

9

13

17

43

81

87

99

103

\C)5

0S Airflow Determ-Calc-Unit REFERENCE DE-CB.FHV-0021 (Q)

ORIGINATOR 0 4...2- LCALCULATION DATE -l7 .•i42 •

CONTINUATION SHEET VFR or CXRDATE SI I Il

TABLE OF CONTENTS (.continued)

Pacie No....

5.0 SUMMARY OF RESULTS

5.1 cooling Load at Normal Mode

5.2 Cooling Load at Emergency Mode P

5.3 Heating Load at Normal Mode

5.4 Heating Load-at Emergency Mode

5.5 Air Flow Requirements & Room Temperature (Qt

5.6 Heater Loads & Room Temperature atLoss of Heating -$Z

6.0 ATTACHMENTS

1. DIT-SAL-040 (22 Feb. 91)

2. Memo of Telephone Conversation L. C. Oyen .- tand S. Dhall (1 Mar 91)

3. Page 20 of S&L Standard MES-7.2

ro. O.,C•= 0&' ,- ve,0.o4'. ovei roo\ IS.t

;(0. HeaLf Gok;-ns ~fzjThick, W/atl a-nd Poos by 14

seP-(.-mbp(r 19,0o Issue.7- 5,eýr , Lundy Ca2cla-ek,*e n No. 886S-O04¢-PED-1. 14-16

S- I-FHV-MDC-O7070 SHEETPSING FHV Sys Ntg/Clg Load & RERNCI

Airflow Determ Caic-Unit I E DE-CB.FHV--021 (Q)

CALCULATION DATE 4------CONTINUATION SHEET VFRor CKR- m

DATE I- .. I I -

U

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1.0 PURPOSE

The purpose of this calculation -is to:

1.1 Determine the cooling and heating loads at normal andemergency modes for the following areas based on theoutside and inside design conditions:

a) Spent Fuel Storage Pool, Transfer Pool and New

Fuel Storage Pit.

b) Fuel Handling Laydown Area.

c) Decontamination Pit.

d) Sump Tunnel.

e) Electrical Equipment Room

f) Storage Room

g) Truck Bay

h) Vent Sampling Enclosure

1.2 Determine the airflow rate for each area in Section 1.1to maintain the areas at design conditions based on thecalculated cooling load at both normal and emergencyloads.

1.3 Determine the temperatures in areas indicated inSection 1.1. based on design flowrate ( from Reference2.3.10) and calculated cooling loads.

1.4 Determine the temperatures (under normal mode).in theFuel Handling Areas, Truck Bay Area, Storage Room andVent Sampling Enclosure for the following cases (asapplicable):

a) Loss of main heating coil.

b) Loss of unit heaters.

c) Loss of main and unit heaters.

1.5 Determine the relative humidity of the air entering thecharcoal filter unit based on the design flowrate inboth summer and winter conditions.

I~.

I 1FHV Sys Htg/Clg Load & REFERENCE

Airflow Determ Cak-Unit I DE-CB.FHV-0021 (Q) 5ORIGINATOR Lo z 2 053_____

CALCULATION DATE --

CONTINUATION SHEET VFR or CKRDATE 051Z-11+-

2.0 B

2.1. DE-TS.ZZ-380 3 (Q)"HVAC Technical Standard - Cooling and Heating Load

calculations."

2.2 DE-CB.FHV-00 2 1 (Q),,Configuration Baseline Documentation for Fuel Handling

Area Ventilation System."

2.3 Design Drawings:

2.3.1 207042 3 No. 1 Unit - Fuel Handling AreaFloor Plans El. 84.0,, 100'0,and 116,01 Architectural

2.3.2 207043 3 No. 1 Unit - Fuel Handling AreaFloor Plan El. 13010" and RoofPlan Architectural

2.3.3 205958 4 No. I Unit - Fuel Handling Area- El. 84'011 LTG.1 Public Add. &Telephone Electrical

42.3.4 205959 16 No. I Unit - Fuel Handling Area- El. i00'0" and 116'0" col. KKto SS. 6.4 to 10.4 Ltg.,Public Add. & TelephoneElectrical

2.3.5 205960 10 No. I Unit - Fuel Handling Area- El. 130'0" Ltg., Public Add &

Telephone Electrical

2.3.6 276l No. 1 Unit -,Fuel Handling Area

Ventilation- Sections

Mechanical

2.3.7 204836 5 No. I & 2 Units - Fuel Handling

2 Area; General Arrangement,

Mechanical

2.3.8 207008 12 Service Building, F. H. Area,S. W. and C. W. Int. & Reac.Cont. Exterior and InteriorDoor Schedule and Details,Architectural

TITLE 1D NO. S- I -FHV-MDC-070 r SHEET

FHV Sys .Htg/Clg Load & REFERENCE 4-Airflow Determ Calc-UnitI DE-CB.FKV-0021 (Q)

ORIGINATOR T1Llo- 3CALCULATION DATE 1-1 44_ -"Z 7L.&-L4- ,

CONTINUATION SHEET VFRDor CKR

DATE ,.,

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2509q 1 2- 1~N,18(Z &7-L U'n,'f- FLA.et Ha-a ,d1ir

2.0 (continued)

2.3.9 600074 0 No. 1 Unit - Fuel Handling AreaVent Sampling Enclosure -Heating & VentilationArrangement, Mechanical.

2.3.10 2050'321 P&ID; No. 1 Unit - AuxiliaryBuilding Diesel Generator andFuel Handling Area Ventilation

2.4 ASHRAE HVAC Systems & Applications Handbook - 1987

2.5 S&L Program No. 09.5.041-2.3 - LOAD User's Manual "HVACHeating and Cooling Load Program."

2.6 ASHRAE Handbook - Fundamentals - 1985

2.7 Salem Generating Station, units 1 and 2, Updated Final SafetyAnalysis Report (UFSAR), Revision 9.

2.8 Load Data Table - PSE&G Electrical Load Management System SalemUnits 1,2 and 3 Generating Stations, Ver. 0.0, Run Date 09/19/90.

2.9 S&L Standard; Electrical, Field; Lighting Intensities for PowerStations - Standard Specification STD-EE-321.

2.10 Ndc7* .

2.113 Buffalo Forge CompanyFan Engineering Handbook

2.12 S&L DIT No. SAL-040 (Attachment 1).

2.13 Penn Ventilator Co., Vendor Dwg H-20, Date 02/24/83.

2.14 Memorandum of phone conversation with L. C. Oyen on 3-1-91(Attachment 2).

2.15 S&L HVACD Standard Book VIII, MES 7.2, Rev. A. •w •,• 3)

2.16 ASME/ANSI N509 - 1989 titled "Nuclear Power Plant Air-CleaningUnits and Components."

2. 4,11 k 7 F =6 '*t - 0VJ_28

2 .19 ASR RAF- ct, -- .5 A<I0 " NO ,FI NITI4Ck L--v6-'-N, f, 14 VUUi - l •I._

TITLE 10 NO.S- I -FHV-MDC-070m SHEE'

FHV Sys.Htg/Clg Load & REFERENCE D7AirflOw Determ Calc-Unit . DE-CB.FHV'0021 M-, OF

ORIGINATOR L0ý-CALCULATION DATE --11211 91 9

CONTINUATION SHEET VFR or CKR __A__

DATE

2."20 ASHRAF HANdteo-K. FUNDXM4t4TAL -96q92. zi PSIr•G SPECIFICA-o10H 72--GZCow0 .

3. o•-' A-'M TPONS/DE9SGN MATAL. ,_

3.1 From Reference 2.7, design conditions are as follows:(00WOWI0)I~i~rsummer Winter

Outside Air - 95°Fdb/78*Fwb 00F

ALL Space/Room - 105OF 600F

*Ground - 65OF 42 F

Spent Fuel Pool Temperature: Normal 120 0 F, Emergency 1500F

* - 7ew Sru•.w ial* , J -N r os &J ,pe_ 9pt*"pe La.4a4 =V -

•aler? I •.2-. for +he- pirO. of "%is ,Qe4:2.4- Pe-..-Z'7.6

3.2 Latitude of Salem is approximately 390N.

* 3.3 Neat 3bee- in-m Mum-Mar through the iWaiJE and floor slab direetly-ii."en"as" -with the• groun in..,-. ne=•glected fur ,,.ants•r.vafts.m. moTUvsfj>

3.4 The heat loss in summer due to infiltration is neglected forconservatism.

3.5 Velocity of air over the spent fuel pool and transfer pool is 20

3.6 Building component/barrier air leakage = 0 cfm

3.7 All areas are unoccupied, therefore no people heat loads.,

3.8 An addittiOnal is% includ i iit,•i•-•l - ...... lolngihat;ing-loads and will: be use .. L. taw . .. i1i W lwan Ld rbal twJUj t;L0%.L.edetenninaticn. oT USED

3.9 Nomenclature and acronyms are in Reference 2.1 unless notedotherwise.

3.10 AHU coil #04wmrccapacity 1,100 MBH, Reference 2.2.

3.11 For all other assumptions, see body of calculation as applicable.

3.12 For the vent sampling enclosure, a lighting load of 2 watts/sq.ft. is assumed.

3.13 The sable tray is assumed te be enerqi-d10% urngnoma mdeof Gperat-4on and- 25% under eme~rgene mode of ~apratien.

D

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FHV Sys Htg/Clg Load & REFERENCE DE-CB.FHV-0021Airflow Beterm Calc-Unit I OFEC .HV 0 2 Q

'ORIGINATOR W ~ 42..... ICALCULATION DATE . 71___l -

CONTINUATION SHEET VFR or CKR & - .,DATE OS , I__,_I

3.13 T-he cable~ tray is assumed to bc energized 100% during~ noa medeOf peration an~d 25% under emerejeney vtde- Of pperatkion. ý

3.14 All lighting loads are assumed to be energized at lo0% capacityduring normal/emergency operation.

3.15 The outside air at winter is assumed to be 67- 7o% RN

3.16 It is assumed that the fuel handling area crane, new fuel elevatorwinch, cask handling crane, the skimmer pump and the skimmer pumphoist crane are not in operation in the emergency mode operation.

Under normal operation, useage factor as listed in Reference 2.14(Attachment 2) are used for all the above equipment other than theskimmer pump for which a usage factor of a 50% is assumed. Nocredit is taken for the components in evaluating the heating load.

3.17 The maximum CLTD values for external walls have been used forconservatism. The latitude-month correction for the month of JuneIhas been used. This T--N' corr,, tio--n4 foer the , mlI . .of Ju..i.

eonservp-ti'c -for all walls facing dirootions other- thlan- south.

3.18 No credit is taken for the sensible heat from the spent fuel poolin evaluating the heating load.

3.19 No cooling/heating load is considered for wall mounted exhaustfans where the motor is in the flow path of the exhaust air.

3.20 Infiltration loads are assumed equal for normal and emergencymodes of operation.

A3.21 *ivo Ve_.l.obW + 'I V %.12.45 MP .,, it.Kn['s, g 1,1j;2. ý /A*, c"b1e

."r'ode. -4 o PQ..,a41,0Yj

IID NO.TITLE 10 NO.

S-i. -FHV-MDC-0701

.0 - SIP REFEENCFHV Sys Htg/Clg Load & REFERENCE

Airflow Determ Calc-Unit I DE-CB.FHV-O021 (Q)

CALCULATION DATE 0 4_._.2CONTINUATION SHEET VFR or CKR gaga_DATE 'j./t

4.0 CALCULATIONS

4.1 Determination of U-factors

The following are the heat transfer coefficients "U-factors" to be

used in this calculation. These values were taken from Reference

2.5 with similar construction detail.

SPACE/ROOM U-FACTORS,BTUH/SF- 0 F PAGE NO OF

ITEM B Y WINTE REF.2.5/CODE NO

1 Exterior Door

a)Insulated Metal Swing 0.156 0.160 A-57/1b)Telescopic.Metal OVerhead 0.982 1.174 A-57/2

2 Roof Uninsulated (metal) 0.798 1.290 A-22/2

2.1 Roof 18" Concrete, No 0.324 0.383Insulation

S 3 Exterior Wall

a)18" Poured Cone. 0.397 0.425 A-20/38b)24" Poured Cone. 0.331 0.350 A-20/39

c)36" Poured Cone. 0.249 0.260 A-20/41

d)48" Poured Cone. 0.199 0.206 A-21/43e)60" Poured Cone. 0.166 0.171 A-21/45f)72" Poured Cone. 0.142 0.145. A-21/47g)84" Poured Cone. 0.125 0.128 A-21/49h)Uninsulated Metal 0.982 1.17 A-9/1

Siding

4 Interior Walls(Poured concrete-bothsides-unfinished)

0.422 A-52/45

24" 0.297 A-52/47

36" 0.229 A-53/49

48" 0.186 A-53/51

60" 0.157 A-53/5372" 0.136 A-53/5584" 0.119 A-54/57

S Concrete Floor withMetal Decking12" 0.450 0.352 A-58/4

6 Concrete Ceiling

* with Metal Decking

12" 0.352 0.450 A-60/4.

7 For other "U-Factor" determination, see next page.

4

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4.3 COOLING LOAD

4.3.1.a Transmission 4 o. Load for: SPENT FUEL/TRANSFER POOLS and STORAGE PIT

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Space/Room Barrier Transmission A Load

Thickness Length/ Width 'A% NUN 'onnLfEsergency NodeType Height Area Factor Remrks

(in) (ft) (ft) (sqft) ta tRi Td 4TI . 3 !6 IM

Roof '-2.Z 43 10o ,,01 .324 - .--- ---- ----

E South Watl Il8 13 43 559 .096 -"-I-- ---------- -m3M/. - Z EL 117'-0 TO EL 129'-IO

E South WattB 42 40 43 1720 .229 120/ 150 105 15/45 5905 /17M ELV,-6- TO EL129•IO

SNorthWatt 26 35 43 1505 .331 ,-- --- --- -SE -10- TO IL .-.

E South Watt 26 35 43 1505 .331 .... -I-- --- ----- r- EL 129'-1-O TO EL 6'-AP

E North Watt 20 18 43 774 .397 - -- '-• ,Zfl . , L'" ,-- To EL -M-P

E S o u t h u a lt 2 0 1 8 4 3 7 7 4 .3 9 7 - - - - - - - - - - - - - / .• '/ ; . E L i 6 4 - 8 " T O E L 1In * *v

EL_ .. - -0TE'

E Ent Watt * 72 23 61 1403 .142 --- ------------l //r 4W -'-, . . EL 100-o. TO EL 129,-10

E Westait * 102 23 61 1403 .110 --- . .j/ .--- /---- EL 100'-0 TO EL 1294-10%

E Eat~ll - 0 35 -i -Im +,, = 0 .142 ...... IJ1 ;+ EL 129'-,, TO EL I".P

E Went Watl ..ZD2'o 35 -W 07O~ .110 --- I / - - ý' A 6 &1_ EL 129--10- TO EL 6'

E East Watt 26 17 38 646 .331 --- /----------- -* I.- 'l / . JW' EL164'-8 3 M EL U2-V

E West Watl 30 17 38 646 .331 --- / --- ,- -4•./J -•j EL 164'-4 TO 51. I1W'"

- T o -t - - Tot-..,-_aol/, o

qT =A * U * dwhere: -

qT = Sensible transmission heat toad, TiTUNA = Area of barrier, sq ftU = Coefficient of heat transmission, STUH/sqft-Of

NOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-External wait; I-Internal watt

Watt between Spent Fuel Pool and Transfer Pool* Wall height adjusted for ELectrical Room area

Fe h~eaf+Ir LSSeS 1~ie Cý.Mvu't j otn trite No.:,431a.Fl W3~ ••--+ko •../ 4vca.,Vssra CLTL,L-

ta Outside ambient or adjacent space design temperature, IFtR = Space/Room design temperature, "FTd = ta - tR,°FTd = CLTD, for external roof/watt, "F

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4.3.1.b ToWooting 11M Load for: SPENT FUEL/TRANSFER POOLS and STORAGE PIT I

I I I I ormal/Emergency ModeHeat Coaputations Reference I

source Sensibte Latent I[.(CIS) CqL)

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0\n

• 0 t ;77'

.4.3.1.b Total Cooting WL.wd for: WENT ,UELITRANSFER POOLS and STOA, PIT

Heat Computations IRfrlSource'~

s~b. Latent I

__________ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ S o0_____________________________II~ ~ I -4 0

xiZ-

M) ~tf•

1LAc~

~5'6~ C~vt

~ at~ cot4 e-$-4

I.I.

C ~5 ZV\\,A~ OW~. ~IVIA~

Ar o\~ XM V Z

=CPS 1038

S. _______190

FPO2

(Se-r- r'lotc')

vO= t(7k

FN~A c~

(oS~( E~ +~k 17- Gvunj~

0tzj

I)

U

I

0

?)

542 - Hco~ovM 4 oA

i ....

.I U -

FiLe No,:431b.FW3-~ ~

p .e~ 'I,. , , .. •

im i - iii I I l I

Camputati ons

(' -) N\_-,) oz, \,ý\-F-o, \ - (Z-)" C;"\ -,, .

(u , N t w -

0.;t S-

(A o:70.f(6;: AL V.

= 0 , . ý ( - '

UN• =o 0 - 7I

dAIaz I

[y§i - 17 -

-I'A \A 6 0 --k

TOTAL

Cowwutations

(0- 'Lt7 -t o -76 4 ý-I-l Q .1. 1 OG4-

e&

QLz) NVz Y' qt I, C-,zp", ý ,^ ,.

~' 04N ý'k (t, , - Aý )

o ,ýKo -= 0-?14)

I

( Q5 1 J I2.Ue =~ - =2

TOTAL

.n: : .' ý -... : 1 "' ". " "- 17". " 2 . . .

I-*4.3.1.b ToMCooLing t Load for: SPENT FUEL/TRANSFER POOLS and STORAGE PITW

i Norml/Emergency NodeHeat Computations Reference I I

Source Sensible Latent(qS) (qL)

4i

0 0

•zini

rn .

-t'-I ~AoVo.c *1

i(p

lQa)

V\o\o~{ \\~3)q~* ~AA\A

\~\~

~

~.IA 2. ~N A= w 6 (

(fo)

1XIo~o

N a :~-

-4

m

' 2

Cn

I

00

New , • \ _\• '

U) -2z 7 ir 73(24~

"J"C C.O . 7

" Nc~4

172/ 1V"\ONýý-N'A

ýJ\ZQA 25L 1 3 A

JPI----

TOTAL 37'

Fite No.;431b.FW3 ~c11 938

.!:. .. i...•: ;•:o S. -.'c* ~ -.

..22 .. .. ...

________________ i .. .. • ... .I .: . .. . . . •

CcfPutaticils

i I I

Rtef oernceNormt/Euergmncy.WadeL

-• --• ,

-77

\~%.o w ~ tw ,

I.

T 0 T AL

MW -

0I 0

Z>i

C 0-

z-iCAOLrn

4.3.2.a Transmission q Load for: FUEL HANDLING LAYDOIM AREA

Space/Room Barrier Transmission i Load

Thickness Length/ Width AN MUM Norrmk/Euergency NodeType Height Area Factor Remarks

(in) (ft) (ft) (sqft) to tR Td qT

Roof 20 30 92 2760 .2M8------- ---. 2-3 1?*B 9850-e

E North Watt 36 36 96 3456 .249 .--- .- _s4./-, EL 129'-10 TO EL 165'-10

E South Wail 36 36 96 3456 .249----- --- 14 _-4. EL 129'-10" TO EL 1651-10

E North Watt 20 15 96 1440 .397 ... /... E EL 165t-10- TO EL t8O'-9-

E South WaUt 20 15 96 1440 .397 . . -t _ EL 1659-10" TO EL 180"-9

E West WaLL 36 53 30 1590 .249 ---------- A•-4

- - - -Total =374 /-?tr

A

< 0

I-

M -1S0

NfW

-14

h

(3'

C1a p

M z

4 0

M-0

C'-4

In

-M

m

qT = A * U * Tdwhere:

qT - Sensible transmission heat toad, BTUHA = Area of barrier, sq ftU = Coefficient of heat transmission, BTUN/sqft-OF

NOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-ExternaL walt; I-Internat waLL

to = Outside mbient or adjacent space design temperature,tR = Space/Room design temperature, IFTd a ta - tR, FTd a CLTO, for external roof/walL, OF

°F

Fite Mo.:432a.F113

11 --- -l. Ir r. ý-- 7M, " 7 !: f - V! I - .. ' 1 7. N. ý'J- ': -: ill :, r.- - - .- --- , -

Computations

(Noy~c a v l

(('14OTW, A 4-

E - ,cICAI

Q N,\10 0 ý- \-\ kDO \13

C

~2AiZ~(

C\~b \A- Q Y

at

TOTAL

']' E'.•-, : • j -• •. T • F • I • - '•T"T• •m.: !:: .•.• ,•.-c • •..• r-•:,• ,•-•: -•,,• •.• .. ... • ,. ,•.-.... .... .. .

4.3.3.a Transanfssio 1mEWLoad for: DEC3NTANIKJATION PIT

Sp•ae/Ro= Barrier Transmissont Load

Thickness Length/ Width NAN RUN Normat/Emergency NodeType Height Area Factor Remrks

(in) (ft) (ft) (sqft) ta tR Td OT

E North Wall 36 30 23 690 .249 --- --........ .---.!I Estialt 114 30 24 720 .094 120 /150 I05 15/ 45 1015 /3046

qT A * U * Tdwhere:

qT = Sensible transmission heat load, BTUNA = Area of barrier, eq ftU = Coefficient of heat transmission, BTUH/sqft-IF

ka4-ta o Outsfde ambient or adjacent space design temperature, OFtR = Space/Room design temperature, OFTd = ta - tR, IFTd CLTD, for external roof/wall, IF

WOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-External wall; I-Internal wall

File No. :433a.FID3

ý-7 ":- 'T 7:- V:

4.3.3.b W Cooling 4 Load for: DECONTAMINATION PIT w

Wormt/Emergency Node

Heat Computat ions Reference - I

Source Sensible Latent

I I I (q) (qL)

II II

-to4-

I 984- Ii

I IIlI ( I

T 0 T A I

I II cII/I I .1

I I I I1

0 W

0l-t

OP

zjxzm__mn

<c 0

,-I "-I

m m

__._

I I

I --~ rm

0

2-0

inmA2Am

09

0

10

z

0

0n

0

i a

File No.:433b.FW3I -4

-.t-~lI;~ *rr~'r.'( -.

A

4.3.4.a Transmission U1 for: SUWP TINNEL

oz 0z >

m

MahTrarsmission ý Load

NU" Normal NodeFactor

t t t Td qT

.331 --- -- -- I6 - AmEr

.331 --- " - -4- "

.096 120 /50 105 15 1 45 455 / IM5

157 05/1,5 IoS-4o/-01-o-0 32,4/zz

Total / a96- - Iosj//_ 14:

qT = A * U Tdwhere:

qT = Sensible transmission heat toad, BTUR to a outside ambient or adjacent space design temperature, *FA = Area of barrier, sq ft tR a SpecelRoom design teqperature, "FU Coefficient of heat transmission, BTUH/sqft-,F Td = ta - tR, *F

Td = CLTD, for external roof/watt, -FNOTES;

1. Dimensions of space/room taken fromRef. 2.3.4, 2.3.7, 2.3.8 - - ' .O2. E-External wall; I-InternaL wait ... Jj'irIIq teo. vwd(

WcLII Sa~mLSndQJ-J

File No. :434aa.FU3

Computat i ons

- I~

L- -.

A. vX~ ~

\o ~\oo

%AN -ýL -'0A\-L

I

TOTAL

4.3.5.a Transmission O * for: ELECTRICAL EQUIPNENT ROOM

Space/Room Barrier Transmission O Load

Thickness Length/ Width "AN Nun Normat/Emergency modeType Height Area Factor Remarks

(in) (ft) (ft) (sqft) ta tR Td qT

E SouthWall 120 13 25 325 .125 ... T&"1 -- --4" L-

E East Wait 72 13 17 221 .142 --- I----------I, ~ 4/3

E South Watl 36 28 15 504 .249 --- --- ---I " --/93, Corridor watll

IrLOOZ G uEt4D 17 25 425 .157 165 1051-40 _______l

Totat a t /-908

qT A * U * Tdwhere:

qT . Sensible transmission heat toad, STUNA = Area of barrier, sq ftU = Coefficient of heat transmission, BTUH/sqft-IF

• • 54 -33 4-

ta = Outside ambient or adjacent space design temperature,tR = Space/Room design temperature, *FTd = ta - tR, *FTd = CLTD, for external roof/wall, 'F

&F

NOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-External wait; I-Internal walt

File No.:435a.FW3

.~7r~::7r. .~:: . Iz~--~ *':~r.s~

Coqutatioms

'~\ +e~v~ckL A~&}~ Qo~\\,%

= 4t F3

(H.)

C CLFL-

Ze "26

C ook Q\Af.

,,•\•C A.'T • \ ••

•OO '•- - \.o

,I,

TOTAL

.-.- ~.* ~ r ~ - . . . . . . . .

Al,I

mw4.3.5.b Totat CooLingrs~m. Load for: ELECTRICAL EQUIPMENT ROOM

w

IL Normat/Emergency ModeHeat Computatioens Reference I

Source -ISensible Latent(qs) (cq)

, -i

02 0Z>a r,

zzm_rn

i2~)

ýRO • - \A-

,• 3,,, rh '°o ('NooV,

A-77

S -" -

So~ V\ 0 \o-~ 1111\\rkj tý-A

... ., , ---- 7 76' 5 ht : .5;rc_4ks ;5 a-n 107•'~ef q0L Iof •

-fhe- mo~-r joc i - crn~s1eJ. 4-770o.I = 4-776fi

VU V.

-' 16

azP

VIZ.'n AA

7ý-.( v-o V)

0-Jr

~A ~)sV'~ -' _ _/ A."7

\-N ' f ,,,,r 2AS o.. o0 2.o.7T. =l,,a. g4%A-

6"; wiys jlk" 0 TAL Z-- 17 ZK -I-= 17 5k,,1-

FiLe No. :435b.FW3

..............................................-.-

0 .... I :

4. 3.5 b Totat CoOIting 4MM Load for.- ELECTRIC64L ESJIPMENT ft'

He t calptat f aw J efeeicjs o1 r c e S e mi•"", L im"n t

I .I ' I ) - I ( )O I

_...7 I A I I

.2o07ek

1 2078se ." . : • " . " " . I " o o..I Ii -_• "• • ,, A . .. l II I.,

~ 114 1' ' O.oJ "' - : \ . I . -I ".ILe •

I I ? o 7 I . I

lO-j 2LI

RICA

I 'P c 2 1 17

q:.0

-03

cc 0m-4

< 0

-I

!111

fill

o i

WI

m

z

0

z0

0

0

JTOTAL

I I -~ ~- m

.4Fite No.:435b.FW3

A

Cooputations

0 00

zz

I•

If5 >

\71o 6o 2 ±+ "z?. --9 - ý = iZv°i

"Iqzý Vr,ý, &a

o lz--ý3- "

x\r) \2o z voN(W;Ný A U

J

TOTAL

r1W w w0z 0

in

-40

MZ 0= z

4.3.6.a Transmission Q Load for: TRUCK BAY

Space/Room Barrier Transmission M Load

Thickness Length/ Width NAN Normat ModeType Height Area Factor Remarks

(in) (ft) (ft) Csqft) ta tR Td qT

E North Watt 36 L~Z 70 '~o 229 -- -- !4& 7SeNt-0 -Z See Not 3

E West Watt 36 2 -W -M10 -M4-0~ .249---------...34- -ZWjQfir See Note 3

E Door, West .... 14 17 238 .982 4 935 / 935 Telescopic metal overhead

E Door, North .... 7 3 21 .156 . . .. -•36-_/ -36- metat swing

.. -- /-4"r

Totar zA9I•OL/4•0YF

I-qT= A *U *Td

where:qT s Sensible transmission heat toad, BTUHA = Area of barrier, sq ftU Coefficient of heat transmission, BTUH/sqft-OF

NOTES*1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-External watt; I-Internal watt3. walt height adjusted for door area

tao- outside mbient or adjacent pace design temperature, *FtR = space/Room design temperature, OFTd = ta - tR, OFTd = CLTD, for external roof/watl, "F

FiLe No.:436a.FW3

Cnplutatiom

\\'Z' Q), k C,- 'ý-k'\ \A

\ "DQ \04Z\o '.

-7ýZ 4z .A = Z 6C> * \)

cvIL. = 2 6 oo -- IL

TOTAL

A A

Ikw w

4.3.7.a Transmission * Load for: STORAGE AREA

0z 0

Inr2>

Space/Room Barrier Transmission I Load

Thickness Length/ Width "AN ,qjU Normal NodeType Height Area Factor - - Remarks

(in) (ft) (ft) (sqft) tat__TdqT

E South tl 36 65 30 1950 .249 -------- Se n--e ote 3

E West Watt 36 6 30 1BD .249 ... .... 4• -,,/• - see Note 3

E Door, South ---- 7 3 21 .156 ........ 6 -20 / .-2 metal swing

E Door, West ---- 12 9 108 .156 ... 4 67 / 67 Telescopic metae overhea

- T a t a L -2686- MM

A, < 0

-,,M 0-4G

II

9.> ,>11M,

M 00M

I -.

-C)

to

0i V\M

qT A * U Tdwhere:

;T Sensible transmission heat toad, BTUNA = Area of barrier, sq ftU = Coefficient of heat transmission, BTUH/sqft-*F

NOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-External wall; I-Internal walt3. Watt height adjusted for door area

ta = Outside ambient or adjacent space design temperature, IFtR a Space/Room design temperature, OFTd = ta - tR, IFTd z CLTD, for external roof/wall, "F

File No. :437a.FW3

A

- ~ i~C'~" ~NN ~N*~* ~ N Nfl''~ V.

Computatfa's

2ooV~ R ( Z \va "s Qctboo w %) C-Ic-a \vo \.,a

2A~~ \~&J

C=Vt 2A~o *- ~-~\AVŽ. - 6S

TOTAL

Fite No. :437b.FW3

a AhUNO

4.3.8.a Transmi ssion W Load for: VENT SAMPLING ENCLOSURE

0

i0CC Wo

Z

ZO!X2 .MI1


Thickness Length/ Width "A" auto onmal. ModeType Height Area Factor Remarks

(in) (ft) (ft) Csqft) ta tR Td qT--- - - - -- --- .5-r-A~PgoF

Roof 1.5 725 14.8 -O7.j ::O. . .. OFJ - R 2.3.,,

E North Watt 1.5 --- . .... 26 - - - -" 8• j---'4 See Note 3

E S o u t h W a lt 1 .5 . . .. .. 5 9 ' 1 1 "- . '4- -3 -. •8 ' N "T r'_____51 gBl E~COMNrAM4ATIOA PIT"

E East Uatt 28 10.50 14.8 155 .331 , LL- AVT=tO 'NFr

E West Walt 1.5 7.50 14.8 72 S-e .ote83

E Door, North .... 6.50 5 33 .156 ...... .'... -'9"k /-.:t

E Door, West .... 6.50 6 39 .156 ......

':T o t a I .Oo Io.0L

A< 0

'WIM 0->

0

"N1

___II

2I -n

M- etM -ý.

U3( N

o l

-0

CL

SP-

I 1ZLqT=A * U * Td

where:qT a Sensible transmission heat load, STUHA a Area of barrier, sq ftU = Coefficient of heat transmission, BTUlH/sqft-IF

NOTES:1. Dimensions of space/room taken from Ref. 2.3.92. E-ExternaL wait; I-Internal. mat.(3. Watl area adjusted for door area

tat Outside ambient or adjacent space design temperature, *Ftk : Space/Room design temperature. 'FTd = to - tR, *FTd CLTD, for external roof/wall, 'F

-3 CALCULIEL F'T 41t F-vATUtZ.JE F•zaM PA4E 12.1 A\

"11z

0II

0h

1O

2

I

-I0

\

I U FadCJ7 .Rao~uJ ~dL1~d~

= -14C re 131)Fa'c-/ VWd.A U co 5c./'~~

I -

File No.:438a.FW3

I !0-

-4

Q

00

~k)

~-\-\j

cmZ wq3 VV-

off N A~Lr1~ .r9ck. ( bG1f4¶~

TOT AL

-. ~bfl~1$-. w.~zrrr21v~~¶s~

COMarutetfons

TOTAL

File- No.:438b.FW3

4.4 KEATING LOAD

4.4.1.a Transmission Ml Load for: SPENT FUEL/TRANSFER POOLS and STORAGE PIT

0oZJRPJ-Ic

Z>i

Z-1CALG0mz

Space/Rocm Barrier Transmission I Load

Thickness Length/ Width OAK *LN Normet/Emergency NodeType Height Arem Factor Remarks

(in) (ft) (ft) (sqft) to tR Td qT

Roof -0-z 43 107 4601 .383 0 60/ 60 -60 /-60 -105731/-105731

E South Wall 118 13 43 559 .0971 T 60 I60 ;%1,-%j~3-/~5~ EL 1174'0 TO FtL 1291-100

E North Wa't 26 35 43 1505 .350 0 60 /60 -60 1 -60 -31605 1-31605 EL 1291-100 TO EL 164-P

E South WaLt 26 35 43 1505 .350 0 60 / 60 -60 / -60 -31605 /-31605 EL 129'-10 TO EL I"4-v

E North Wait 20 18 43 774 .425 0 60 / 60 -60 / -60 -1973• /-19737 EL 14'-8" TO EL lU--@-

E South wait 20 18 43 774 .425 0 60/60 -60 / -60 -19737. 1-19737 EL 164-80 TO EL 12'-V

E East Watt1 72 23 61 1403 .145 60/60 z~t z ~ j3~j EL 1001-O0 To EL 129610N

E West Watt 102 23 61 1403 .110 ' 60 /60 ,-•d - -W EL 100,-0- TO EL 1290-11

E. East Wett 1 -72-2 35 407,r, 3R5 .145 0 60 60 60 / 60 EL 129 -1On TO EL 16480

E West Watl -Af02o 35 - 'O &43 .110 0 60 /60 60 / -60 E f , 1-. lg24- EL 129-10- TO EL 16-8

E East WaLt 26 17 38 646 .350 0 60 / 60 -60 / -60 -13566 /-13566 EL 164-8 TO EL 182'-"

E West Watt 30 17 38 646 .350 0 60 / 60 -60 / -60 -13566 /-13566 EL 164'-84 TO EL 182I-80

T o t a t F44 -j--3417W6-

< 0

0

F !

b.-"

-9,~ mEW

o =ww '-..-¶ C-,~ -9,

I00. 1-. 0009

2'

&I - 26a99 6C,1.. n~o %

MM1M

InM

0

t4j

0I

0

I-a

6zp

qT A *U Tdwhere:

qT = Sensible transmission heat load, BTUHA Area of barrier, sq ftU Coefficient of heat transmission, BTUN/sqft-°F

NOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-External wall; 1-InternaL watt-* Wait height adjusted for Electrical Room area

ta = outside ambient or adjacent space design temperature, IFtR a Spece/Room design temperature, IFTd = ta - tR, "F

0

0-.0

I','Fite No.:441a.FU3

-4

6

a

*~~~~~~~~~~ -- v.>I~r' i- r m , - .-

B :&~.½y*'-~.K$ - . ..T

4.4.1.b 'Total HeatigIM LOGO. fto U'kx UE/TASFER'PbOLS aid STORAGE I

• ;".. - U :.

Io0

.. .. I . , I

I Heatsource

ýCcqputatims

I N~-w odLRefer.ence: :•:,• )

., :....S.. ns-b... Late.....n.t

.4

I . . I..

Y L $e-• IO~L

~:~v

]•; • ,',

~~oA &cVk

-i

-I 4D96 0

-

~-t

I 44.j-&~-~

II2~o

-4'a

I.I..

I.

I.V\ oVe, -, %,, 1Q,"--c- . "A-,kA . ýr(k 1

TOTAL-

7 0 T A L

.. !t1 rtIlr Le wo.:

6- -'- ,

- .%v..a?,aJs.t,~

ms

4.4.1.b Total fleatlrWg Load for: SPEN FIJL/TRM$F POOLS -dSTORAGE PIT - -

i

IC*. I.*.*:..

.... 'sj :~lTh~y nea

C~UtatJon. - j Referenc.j

I Swaible j Latent

* . I I (~) I (~-~-I I .

I, az

.9p \ ir

* II.

* I

G~\\A

=723

A1%C

*1

rJ•I

to10

0

0

-40

Fi le . .bT O T A L..."

Fi~e NO. :441b. FW r3" """." ": " ". -. ."= ". .. ". .

.: . , .,._

_. U 2

Conpitati ons

(Z o a "^, \-\ 0'% S..ý -v-., (ý-D ")

GOv

o.7 , 76 KH±

cs C-r- s T- c . !ý . ý 'ti )

7 772.i1 -3

Fv 0 41-1 -ýVl

Uý (o 01-7 7 S-o

(Q-004 At w e~-i o -)

4 (-. a -A k CK,.Zl 4ýk \ý\ rk \JA , (?-ju-

TOT A L

W W

4.4.2.a Transmission Wi@160 Load for: FUEL HANDLING LAYDOUN AREA

0z 0>C

m,r-4

Space/Room Barrier Transmission S Load

Thickness Length/ W~idth "Am KUM Normt/Emergency NodeType Height Area Factor Remarks


Roof 20 30 92 2760 .383 0 60 -60 -63425 /-63425

E North WaLt 36 36 96 3456 .260 0 60 -60 -53914 /-53914 EL 1291I10u TO EL 165'-10

E South WaLt 36 36 96 3456 .260 0 60 -60 -53914 /-53914 EL 129'-10- TO EL 1651-10

E North Watt 20 15 96 1440 .425 0 60 -60 -36720 /-36M0 EL 165'-10- TO EL 180'-9-

E South Watt 20 15 96 170 .425 0 60 -60 -36720 /P36720 EL 165'-100 TO EL 180'-9"

E West Watt 36 53 30 1590 .260 0 60 -60 -24804 /-24804 EL 1¶6'-8= TO EL 182,-8"

T o t a 1 -2694% /- %96

< F0

~ I

> 0.

II-

M M "

3-.. -n 4

0l<

~*(D0-.to

CM I~

C.0

qT:A*U*Tdwhere:

qT = Sensible transmission heat toad, STUNA = Area of barrier, sq ftU = Coefficient of heat transmission, BTUH/sqft-*F

NOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-Externat idaLL; 1-Internal watt

ta a Outside ambient or adjacent space design temperature, IFtR = Space/Room design temperature, IFTd = ta - tR, *F

"11

z

012j

0

00'-a

i:::

zP

0

'I

Fite No. :;2a.FW3

-4

FUEL 'HANLING LYOMAREA - 1[71I i• IiI

i

Ccmutatiams

Normt/~ RodeReference - Latent

~ Sencible II C~) I ~

_____________ r

%f--j I ze-co b ýA 01 s I-* \$.w

a aw 1

4.4.3.a Transmission 1 Load for: DECONTAMINATION PIT

Space/Room Barrier Tr.alssion i Load

Thickness Length/ Uidth NAN 1" " Normti/Emergency NodeType Height Area Factor Remarks


E North Watt 36 30 23 690 .260 0 / 0 60 -60 /-60 -10764/-10764

lEast Watt 114 30 24' 720 .096 120 / 150 60 60 / 90 4147 /6221

T ot at -6617 /-6617

qT = A * U *Tdwhere:

.qT = SensibLe transmission heat Load, BTUNA = Area of barrier, sq ftU = Coefficient of heat transmission, BTUH/sqft-OF

NOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-External watt; I-Internal wall

to = Outside ambient or adjacent space design temperature, OFtR = Space/Room design temperature, "F

Td = ta - tR, *F

File No. :443a.FW3

p _ .w • r• , i.• .

.. . . :.. ~.-,.. ~.s'.- - -

4.4.3.b Total Weating Load for: VE~lTANINATION, P IT-

,U

~~Heat~~~p C tation . . .

Source -

I I -~ [~ q

cw"

m

~:3

I.

I II I

I II 1I II I

I,

I.

I.I:

.1

.1

..I.

~(D4,g-7 I-I

!1

NI-A 0- C_

I-

I.

I.

w

0I

0

0

(-40

|

TOTAL

FiLe No. :443b.FZ3a

Ah Am

w *V

4.4.4.a Transmissionikuej'Load for: SUMP TUMNEL

0-I',

z

I

-4CrnSpace/Room Barrier Transmission LOW

Thickness Length/ Width NAN Mormi. NodeType Height Area Factor Remarks

(On) (ft) (ft) (sqft) ta tR Td qT

Floor 12 3 3.33 10 .352 42 60 -18 -63 / -63 Below grade; Pit

E North Walt 69 4.5 3.33 15 .171 42 60 -18 -46 1 -46 Below grade; Pit

E West Walt 24 4.5 3 14 .297 42 60 -18 -72 / -72 Below grade; Pit

Floor 66 5 74 370 .157 42 60 -18 -1046 /-1046 Below grade; tunel

E North Walt 69 8.50 5 43 .171 42 60 -18 -131 /,-131 Below grade; tumnel

E South Wall 32 8.50 5 43 .297 42 60 -18 -227 /.-227 Below grade; tunnet

E East Watt 115 8.5 74 629 .119 120 60 60 4491 / 6737 ta=150-for emergency Mode

E West Watt 26 -8.5 41 349 .350 42 60 -18 -2196 /-2196 Below grade; tunnel

Floor 72 29 7.75 225 .352 42 60 -18 -1424 /w1424 Below grade; Corridor

E South Walt 24 30 7.75 233 .350 0 60 -60 -4883 1-4883 Corridor

E West WaLt 30 30 24 720 .350 0 60 -60 -15120 /-15120 Corridor

To t a t -20653 /-18407

qT A * U * Tdwhere:

< 0-n _

1 m-1 -M M -4

S0

I F1I .I. .I

>Ti -g*-~ ~

.- t.~ mo..c

(~ .1

* (~ -...

~. r-. 0

5.

mMml

in

0

N

10

NIH

I

0.

qT = Sensible transmission heat toad, BTUMA = Area of barrier, sq ftU = Coefficient of heat transmission, BTUH/sqft-'f

ta =Outside ambient oradjacent space design tempertwUe, "FtR = Space/Room design temperature, "FTd =ta - tR, *F

NOTES: 1. Dimensions of space/room taken from Ref. 2.3.4, 2.3.7,.2.3.82. E-Externat wait; I-Internal watt

File No.:444a.FV3

-4a

ý.44b Total ReatiM 11 Load for: 5WTNE

_ _ 'P.

__ _ _ _ _ _ .V. • '" ••i!••••:•• • ' :l

Rest 17Lta Jifr.~

source

-4(7

m

Q v

I-d

|I

tO~2

k4

i TOTAL

E

Fite No.:444b.F,3 .

AILw w z 0

o•

rn

d-I

4.4.5.a Transmission Heating ý Load for: ELECTRICAL EQUIPMENT ROOM

Space/Room Barrier Transmission Load

Thickness Length/ Width "Au "U" Mormt/Emergency ModeType Height Area Factor Remarks


E South Wall 120 13 25 325 .128 0 /0 60 -60 /-60 -2496 P-2496

E East Wall 72 13 17 221 .145 0 /0 60 -60 /-60 -1923 1-1923

E South Watl 36 28 18 504 .260 0 0 60 -60 -60 -7862 /-7862 Corridor

T o t a t -12281 P-12281

< 0"11

;0

Nl

-4-z-%,.~ I--4,-'C,,

rt 40m

(0~.-. 0

0~

~ 2'

'-I-

mI1Mm

m2-0

qT A * U* Tdwhere:

qT Sensible transmission heat toad, BTUHA = Area of barrier, sq ftU = Coefficient of heat transmission, BTUH/sqft-°F

ta = Outside ambient or adjacent space design temperature, OFtR = Space/Room design temperature, OFTd = ta - tR, °F

0

0J

003

H•

az

0M

0:

I3

0

83NOTES:1. Dimensions of space/roo taken from Ref. 2.3.1, 2.3.72. E-ExternaL wait; I-InternaL wall

Fite No.:445a.FW3

?0

~~1I1LC4L I

'A ptý

in \\ecA GO\v~

S..

TOTAL

1wr w

4.4.6.a Transmission 1 Load for: TRUCK BAY


Thickness Length/ Width *A* Mir Normer NodeType Height Area Factor Remarks

(in) (ft) (ft)f (sqft) ta tR Td qT

E North Walt 36 70 -200- .229 0 60 -60 See Note 3

E West Watt 36 .6 -- 300.-- .260 0 60 -60 / See Note 3

E Door, West ---- 14 17 238 1.174 0 60 -60 -16765 1-16765 Telescopic metaL overhead

E Door, North .... 7 3 21 .160 0 60 -60 -202 metal swing

Tota 1I 40599 50500Q

n0

Z-4

z

40 inE

1AqT = A - U Td

where:qT Sensible transmission heat Load, BTUHA = Area of barrier, sq ftU = Coefficient of heat transmission, BTUH/sqft-IF

NOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-Externai waiL; I-Internal wall3. wall height adjusted for door area

ta a Outside ambient or adjacent space design temperature, OFtR = Space/Room design teaperature, "FTd= ta - tR, "F

File No. :446a.FW3

1>...... I II

-, L v . ~,- '-

4.4.6.b Totat.Heating Load for: TRUCK. SAY 7Z IHeat I Couainf Rieference I

source j JSenstib I ttent

I..

I II.

I _ I

I . I

I I

I I

'U>.. 1i}~ I14 ~' II II II II I

I I

I 1I I

I I

iIIIIC*Jo01

-00

m

0m- -n

M -9

ki:%.CaC,

-3Zq80

-~2~8O

-4

0~U2

00

.3.897J

I'"n

m

A

00W~FA

0

000-J0Of'

I

TOTAL

File No. :4/+6b. FWr-1

Fl te Ho. :446b.FW3 I

' 0 " pi.,: "

4.4.6.b Total HeatigI M~ Load for: TRUCK SAY

// o 1wa L/EerurcYNd ZI -eHeat -aua~u

Reeec I-rtent Z~-ource

.ISen-ib lL atent.I C.

~~V **-I

i

kA T -.... : -- . -. I .X II. .".-; . " I _..-4 •I• a *°1•- I I I , . II

. ' -,% , •" •.::,: c . '. . . ""I • I I: , o °,, ~' I ,~1 I Io , (0

IIIII I l ! i' C-',.• • ••,, .li I I I I I

C",,

I . .I20

'4 4

~' .0

T1 40 T AL' VIm I

Fil Io.:I.6I.FW

Comutations

b C•A! , ) 'otv•

s~i-

V 'sV•• C-'

\

= t, \ 9ý-

Oki zvckcjrL-7

11,

32- 17ef,, (ý-X--

-=~ &

I2~

'z.- Li

O.l 0 4 \ .,

0.\ + a- o*4- ~~24 \v~

TOTAL

~1L~:.

4.4.6.b TotaL Nestin Load for:

lmmh...

TIMC. SA

U

IHeat

CqutionsJRfreo ....-. J

source Jj - Sat. [ Lotetit

I -(~) .1 (40"

!20

m-4

Qa N'¶\~N~* I* .1

~OAMA

-72-4~~-

\, +

v~v3 - c~O-j.

B

ýý \c 0- C'ýý40' Pps

-al -

\e~V.. OK~~

4\~-~. co-~.- ~\ 0 16-1 ~o\x.

1- 0 T A L

File No.:446b.FW3

- -

A - __

I4.4.6.b Totat Heating '.,Lad for: TRU. SAY

Irttin I Se~lbe jlatent,I jNS) (q) I

-0

xzm

ti

I-i7 Z

N6c* Lea,

4,4

LVe.s

CL V. O-Qte- A, V 74 \,V, ~,%AW~CA;.

A S, k, \) -- N V-

C-IrZYc Ic 0 %OA

oJ?~,% Z LQ (I.r-7 )

FCi-l

L-Qk-OC- t{ICA

0, - := -ýý I x vt IR <9 0 A 1ý3,4 * ý 2 S"

TOTAL

* . . . .. *.

- ~ ~a~f

.. ,..-~.'- I!i.4.4.6.b Total ff" r1 o Load for, TRUcK SAT - ,

I -,' .- I ~I *.

o A-go

satis-

I I I II I I

4A~'CI'

CC'16

I--. ,I1 I I

-I I Ic~c..k {AAt~s. 1 .1

I. I

Le~Lrh-v. ~ 1 j4 1

~(O~4 ~

T~\-tA

a..

14.

1'24

1-

4Jo y- 2~~tL~ CF

T-fls IS A SOLID R L L UP P)0oo- NO LEAVIE-

T 0 T A L

4.4.6.b Totb, Ang A. W Load for: TRUCK BAY

m1~

Norms t/Emergency Modemeat Computations Reference 1

Source j., s. s we SensIbte LatentI I I (qS) (qL)

0 U0z 0-40

Z>

in>C:

4rn

Z-4

\

%

.rx

"z.,\

•,•.-•

x 0, ýA Z \, k, 0 ". ý C.( \ e 'A \ýý - (~z\~ ~&)

oAl.,3ACo0. e

-2zý CA rC', \ *\,ý, . w %

L

- ~ J Z,~J~ /v•ý. .

(;LX I

I.7

'4-

C

57-+•1

2j

C-)

0-J0

it TOTAL

Fi!.e No. :/-./6b. FU3

Computet fons

T 1460 /

- 85"74 0 9f

TOTAL

ammmmmmmmmmm amm•m.... m

4.4.7.a Transmission 41 Load for: STORAGE AREA

Space/Roam Barrier Transmission O Load

Thickness Lenth/ Width RAN at) Norse MType Height Area Factor Remarks

Cin) (ft) (ft) (sqft) ta tR Td qT

E Soth WatL 36 65 -0• 49o __ 26 0 60 1-6o See Note 3

E vest watt 36 6 -39-2c, -4W.2o '260 0 60. --60 See Note 3

E Door, South .... 7 3 21 .156 0 60 -60 -197 / -197 metat swing

E Door, West .... 12 9 108 .156 0 60 -160 -¶01 M-010 Telescopic metal oer••.

7,Tota L -3'5-r'i-'344at

'i W--

8 00z>

z_

dr--4l

tAI

qT = A U * Tdwhere:

qT = SensibLe transmission heat Load, BTUffA = Area of barrier, sq ftU = Coefficient of heat transmission, BTUH/sqft-IF

NOTES:1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.72. E-ExternaL walt; I-InternaL wall3. •alt height adjusted for door area

ta = Outside mbient or adjacent space design temperature, OFtR = Space/Room design temperature, IFTd = ta - tR, "F

Fite No.:447a.FIJ3

S-- . . -

Conputations

L N N .,

14(o-.f C-aitv

\;:j ~,. \

m o \~

TOTAL

r4.7bTOWa Heat~frg.* Load foir: S~EAE

:2 ~ .*~a.*j ~ ~ J 1%...,

II I I III III I II II I I I

.CGmjaiioms* Rjefereioe'Seiible j: Latent

(ci) I C-!I

t(O ev7A f cf 3 .L6(

o - 2,14 W

ý, ý-- 0, V. Q ýkl"A \

SOL I 7

\J~

a lz C &cc,ý t;ý, ý -ý - 6 v ýý

(ýý [c, rsaa CA r- j d,ý.

ccp.~,, -ý 2z (j2 ,q) =.2-1

TOTAL

Caputat iorns

(QL -, ) = 2 - i * -ý C'Q "' lo' a ý>5-

= S5 C ;%,

°

A

.= \2ff c I"'0-k3 O

10- ) 2ý ý-

f N. " 3-ýt

6L 5o&'cI _yoII kp clo,-r No eave-s

TOTAL L

I . , IFite No. :446b.FW3

4.4.7.b Ae

:Meating &m Load for: STORAGE AREA

w V

IINormatl/Emergency Node

Reat Comptations Reference JI Source j CtSensible LatentII I (q S) j (qL) I

+Z] . ... I

I .I..

15 "7.4-- - , .. ... 2 Z

-6 - 2-I L

~-7.4.C,/ I- ' 1p Q, \Iz 0

I I I I I

IT 0 T A L

z 0Z>Cr,oc,

•0

z-COL 0m

-'

< o0

Ln

_._n.

tio

-2

NI . i

-I-4I-m

z0

4

zmin-4

Fite No. :447b.FW3

4.4.7.b Tot&, 't : .L. or... STO- AGE AR.A...__ _1

Hea .CmqItdCam Itiference-,I t

Source Sesbj Ltt

I-

I.

*1-t

0.0XOO

m~Co\~-k,. N

Ss:~ o-~.

1,~ *- f\

Fc4~ &- ~

'; UC~

Aw Ok7

8Gcr

(556 f-2~5~f-4~)~ 6~~fCFM

Rea-1VI -1 \'vA (ýr 14

ýL -C 66~1

TOTAL

FiLe No.:447b.FW3

4.4.8.a Transmission it Load for: VENT SAMPLING ENCLOSURE

I

Space/Room Barrier Transmission 0M Load

Thickness Length/ Width "N' nU" Normal ModeType Height Area Factor ...... Remarks


Floor 6 6.75 14.8 100 .352 42 60 -18 -631 / -631 grade

Roof 1.5 7.25 14.8 107

E North Watt 1.5 ---- .... 26 4-. 0 60 -60 -6f-0- See Note 3

1,South Wall 1.5 -- * ---- 59 !-Ile Xao 60 -(' -4 5e Note 4 -.... ~ ~. 2 ... -.I 0 -• ¢

-F East Watt 28 10.50 14.8 155 .331 ,g60' 60 -;K0 -• o 5--"e -z gofe5

E WestWatt 1.5 7.50 14.8 72 .96a 0 60 -60 - ,•,/_ see Note3

E Door, North ---- 6.50 5 33 .160 0 60 -60 -312 /-312

E Door, West ---- 6.50 6 39 .160 0 60 -60 -374 1 -374

T o t a t -8 fI-228W-

qT A * U Tdwhere:

q7 Sensible transmission heat toad, STUNA - Area of barrier, sq ftU a Coefficient of heat transmission, BTUH/sqft-*F

3~137/-,3137

ta = Outside ambient or adjacent space design temperature, IFtR = Space/Room design temperature, "FTd = ta - tR, °F

NOTES:1. Dimensions of space/roam taken from Ref. 2.3.92. E-Externat watt; I-Internal wait3. Walt area adjusted for door area

File No. :448a.FW3

I : , j

..........

',

4..4.8.b Total Heating LOaW for: VENT SANPLINGENVLOP.RE

* DI~.. .

I IIi

caqtatians Ref eterice,ecnsibe . Latent

i • • . .. .- • " :, •. " •. .. . I ,. " , .,I ' . . . ,",, | , . .. J

4.

ti,,r 4o-ýlet~

. qqV

I' b Aw~e.

TOTAL

I w4.4.8.b ToW-- Heating O Load for: wVENT SANPLING ENCLOSURE

I I I NormriaEmergency ModeHeat Computations Reference I

Source j SensibLe LatentI I I (qS) .. (qL)

0-z 0qC,

icf

O>

I- <

I II :

ZA4p

.- ýC

ký ") \" '-' A\ ~ V

"A

- G I ý \rN ,, va 'ý,k

(ý.ýý-.1ýS7 I0

), .1I

00

-,40

TOTALTO0TA L

FiLe No.:448b.FW3

Coaputeti ons

\rýov Iv N 00,

7 3-

IIa-~ AOvey ILn I bY

40YI =40-

TOTAL

Ah_

I

~.4.8.b VENT SAMPLING ENCLOSURE

4.4.6.b Totqa Heating N Load for: VENT SAPLING ENCLOSURE

I I

Normat/Emergency ModeComputations

00

oC,-I-z

z-I> Qrn

ca 0-I

$a-~ cb c~4#~Weisv-l~ ~~ S+Cd~-re4 in P"-ac, 734he. + ,tTL calc~d~a~ IeaI.tJ -s Con

le)ac sac vs wv,4v-o-0ý,x .

\\,\ - ',ý. -z-&r0Lii

0wIii

0

0

H

-I--

TOTAL

File No.:448b.FW3 I

I.4.4.8.b Total. Heating f Load for- VENT SAMPLING ENCLOSURE

w

Norma i/Emergency ModeHeat Coqiutat ions Reference

Source Sensible Latent

(qS) (qt) ;

<+

,Z.-3)

!o.8I I 12.21 I

,,,_ ' I I . i

I. ~ Vv. '

I ~ ~ ~ ~ 1 10 8 .iz.~2PjI~4

I-rt O 0j, I I,

I I -~v I IZ

I~~~~ 0~- T ~ -A L

o-0'

z 0r

X2:mM.-I

< -e

S0

J

SI I

1.= -4--

Sm

(0

CL

'I.

m'I

m

0m

0

z9

0

5-

mm.nýýj 0 nFile No. :448b.FW3

4.4.8. b Tott H etihg

... . -. ..- . .... . ..- . .; -alP_ _ _ _ _ _ _ _ _

MLoad for: VENT SAWmiMG 0S1. ..o

1 SJibO nats

7o~~~ (~)*1~

22~.

Z"cooxI

- AO-~.41 .

+103

\-N~ ~

10.3

.................( \.k ý6 c>

-76r,90

TOTAL

L.~TITLE

4

I

4, ~

I,'1

I

m

OP C• • "

TITLE

FHV Sys Htg/Clg Load &Atrflow OeteM Calc-UIiit


ORIGINATORDATE

VFR of CKRDATE

(:,

A &

(Z1

CLN

• , .. .4

\

. WC..N.

t~N

Ck 1, --r

ct OV~

tiLI

AV3

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.aT ý-Q '( 6 -N- '3-A 27C-1 kN-^

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p

TITLE

~OPSE9G


FHV Sys Rtg/Clg Load &Airflow Datem.Calc-Unit I

ORIGINATOR. DATEVFR or CKR

DATEi

-rzR V- c- , /-: \M3I 3,047'

3 -7,3 2-GIlk\

/

-.4 %J ,x%%

16

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Ac~c~'2-3Z732-A a =o/

IF- Y

TITLE FHV Sys.Htg/ ID NO. S-1-FHV-MDC-0705 SHEET

0 PSI G airflow determ. REFERENCE lgAcaiG. Unit-1 OF

CALCULATION DATECONTINUATION SHEET PEER REVIEW I 7

• II ... . . . I , I JI .Ul JDA T E.

NOTE:, THE TRUCK BAY EXHAUST FAN 1VHE23 HAS BEEN REMOVED PER

DCP I.EC-3278. THE]TRUCK BAY AREA IS OPEN TO THE FUEL POOL

AREA THROUGH A.1O'X30' RECEIVING HATCH IN ITS CEILING AT

ELEV. 130'. THE OPENING CAN BE CLOSED BY FLOOR PLUGS BUT

THERE ARE NORMALLY' LEFT REMOVED. BECAUSE OF THE LARGE.

ýHATCH OPENING, TRUCK BAY CAN BE CONSIDERED A PART OF FUEL

BUILDING PROPER. THE COOLING LOAD OF TRUCK BAY AREA IS

ADDED TO FUEL HANDLING BUILDING COOLING LOAD TO CALCULATE

THE SPACE TEMPERATURE (SEE PAGE 78).

4DE-APZZ-0002(Q) ATTACHMENT 2

05"32Z7 tOM 9-9i

U

,O PSIEGCALCULATION

CONTINUATION SHEET

2-4 9 1 Co'-2 57 3 52_,o

~4A+ -qAz

50 1 7-

'97~'t47

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ITITLE

ICALCULATION

CONTINUATION SHEET

FHV Sys Htg/Clg Load &Airflow DetermCalc-Unit I.• I

ORIGINATORPATE

VFRQr CKRDATE

U -

r

'A

N ~

o~&~ ~.04-o

D-1Z VlVr4

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Ci4AI&,,+eA. +a4-al s.,,,W. tocacJ 3,047 1+uk

r- I o{yate- ba _ cl U poaY

Ccalcwlj-c4 Sls"isWla Iload

3o47 _____

(-!)-1 3" -A24.Y6 O)k 105 -97)

3-371 C-Prr

Aý

,ca.cuJta ed +of--I ,,bjle. -5042 '9+uk

:,cu T.Ao•-,,e b2OSa 'Je(t 50 -o__._ _

7-Th :ho -fo,, J 5es -[v eo -. ,0 ", (,eP.2.310)

CI ch'7c , u p= lIrn=

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- .. .. i ! [ ,9 9044rL

U ~

0.PSIEGCALCULATION

'CONTINUATION SHEET

TITLE

FHV Sys Htg/Clg Load &Airflow Detem Calc-Unit I

L

ORIGINATORDATE

VFRorCKR

.DATE

L_ I _ m

- 4.•.

&ei'e-\ 'A_

tij oACIA e '" e& %%ý&* t6L

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-- Z 3 7- (~c.A..

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0, Oz 2Lf x6 0

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.23 73

=ý 114 -t /A

\\. 4\004 *.O TW * *

0cq7

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4 i O PSI GCALCULATION

CONTINUATION SHEET

~k//!.

(~) ~ r.(No~Ac.1

QI) Ot~W..

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o~ t~ \N~\ 2.2.

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-4

TITLE 10t N O).' ...

S- I-FHV-MDC-070 97 SHEET•,.. " AiFHV Sys Htg/Clg Load c REFERENCE t

• Arflow Determ Cale-Unit I DE-CB.FHV-O021 (Q)

ORIGINATOR ___

CALCULATION DATE . -IL

CONTINUATION SHEET VFRor CKR 41A-111DATE 1E -

" I " ,, " " " ., ý-towk \ -MY kom QAc-cK 4t

\c~c" (t7V?.- ) +1. c M, ^

c .....................cq 4A *

I~ Tou*,, 4-9% o , .

-.. . .•. 2 1 ede-•

ý(Oi1 0~A vy970ooo7

I -,

-3s,5 ?r.0 t+,k p'rhe-(- ~- ~-~\ T

'-.. -. ~v)CIfcA.QAC '1 VV\ ýp

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TITLE

10 PsI(G"CALCULATION

CONTINUATION SHEET

FHV Sys Htg/Clg Load &Airflow Detenn Calc-Unit

'ORIGINATORDATE

VFRorCKRDATE

(~) ~N V~A~GX r1o~.

I

5,3.i.1~W'~ o%~A~ ~Ae~QJ~

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s.0 '0

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. ... " ,' 'TITLE 10 NO' . '. . .S- V-FHV-14DC--O7O1 SHEET~

EG Airflow Determ Calc-Unlt 1.RFRNEDE-CB.FHV-0023. (Q)0 I'~I~h ORIGISyNATORC IAoad L

CALCULATION DT __

CONTINUATION SHEET VFR or CKR -• . .- ' .i ,D A T E 4 = A

I

m . " mm f I .

~AO&

cl7z r-k&-rL, 81075

"\Ad

I(V)

C%- Q A%ý . -

2-.-4)

S-1-FHV-MDC-070 r

OPSF4GI I III

REFERENCE DE-CB.FHV-0021 .(Q)

CALCULATION.CONTINUATION SHEET

S'~4 ~%A\ W Vk!~h\%AV&, 4~~(¶~

%I

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$pacaRol rInmia sion Lighting Trey Sopat Motor Piping Volvo Venael spr SeanilSuatWqT) (qU (qtT) cqe) (qm) (Cc) Cqv) (ch) , (gi jte ,(qiSen) (q ,n) ,) (

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= 0 Isa.p Tfintiison Lightingib Troy ta Itor PipfnW ve YeNS| 94*Drt Unsibte Smubite Seusbie Sensible(47) q() (qCT) (4W) (qn) Ccp) (qv) (qb) (ql) (qsuen) (tSom) (ONSe) (q4E)

~~a~a t~ Pool, 0 a 0 0 0 0 -semBMet Feat Storage Pit "26016Fuel N ootfng Laydo Arse U%96- 163 0 0 0 0 0 0 0 0 0 0 -2511

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Electrical Equi Rom -1ZS1 2559 s. 0 0 a 0D a 0 a 0 0 -Isms-

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Storage Rom -z33, :M0 7165 0 1 0 0 0 0 0 0 0 0 j. 0

Truck Bay -3 2.q~ 4g4- min 0 0 0 0 0 ,.~# 0 0 INSW a o

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5.4 MeetIng Loads at Emrgeny Mcoe, itn arrMz

Cable Infiltration People Pool TotalRo Tr-anm ln Lighting Troy Sct Notor Plpir* Valv* V0e1L 8 S S enibs.eruible Senible SUmibLa

Wq) CqLU (qC$) (ale} (cp) (qV) (qv) (qh} (0) Cqllen) c.4m~a)I (qO~en) (CEUK)

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MNw Fuel Storage Pit

fuel Ma••Lin' Laydom Area -zW 163a8 0 0 1 0 0 0 0 a 0 0 0 '253118

Oecmtwnfalon Pit -6617 409( 0 0 0 0 0 0 0 0 0 .0 1 .- 23

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Trwcklay -3.21780 ..50IG- a7m 0 0 0 0 0 1 01jVent SWLing fiacloew'S -. ~ 68 0 00 0 0 a 0 ot- . 'i 1 0) '

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-im

mzn

in003

0

P13

.- 3137

File go.: 53(A.FO•

10

0 I-~S 0 -.JMp . m

&

IF*

jdo Ah. dIE

. U ww w

-A

5.0 WSWlS OF REULTS:(cont)

5.3.2 Hesting Loads at Norml node, in BTUV:

0

Anh

Z>

ca •Cable Infiltration People PacL Total

Sc/Roin Trmisalason Lighting Tray Eqpt Notor piping Valve Veomel or - - - -

(qT) (qI) (qCT) Cqe) (Wo) (qC) (qv) (ch) (qi) *qlSen) (isen) (qsen) (ble)

Spt Fuel Stormae PooL,rmufer Pool Ord . 0 0 0 0 0 0 0 0 0 0 0 -50I

New fuel StUNGe Pit

FRol .Mwdlinlg UM m -Area 6 0 0 a 0 0 0 0 0 0 0 0 -269M

Decontaminatio nPit -6617 0 0 0 0 0 0 0 0 0 0 0 -6617

SupTwngt -20W3 0 0 0 0 0 0 0 0 0 0 0 -Z06D5

Electrical Equipaent Rom -121 0 0 0 0 0 0 0 0 0 0 0 -12201

TOTAL FNB ARM -466it 0 0 0 0 0 0 0 0 0 0 0 -da66i-

570007store"oi -2R 33o -4" - 0 0 0 0 0 0 0 0 --- 4Ua W J o' 0 -.29341-=

Truk Say _-3Z 80 .. WSD 0 0 0 0 0 0 0f 0 0

vent samping Enclosure .- •U- 0 0 0 0 0 0 0 0 . '. 0 o

S.4 Piesing Leeds at fmgecVNode Mok In BTUP:

Coble !~~nfiltratlon People Po oa= 9010 Transmisiom Vi to V e-t Veasel $Iw -

bacionl Sumlible Sensible Semuibt* UsmibtaCqT) (qt) (qCT) (qC) ()c) (qh* CW ) (qlien) (WPon) (qu S), (qSM3

Tst FueL Storage Pool,Trusfe Pool and -l4•i5 0 0 0 0 0 0 0 0 0 0 0 -3S55-*New Fuel Store Pit -26&o o ....

Fw antuing Laydeom Arma ;2M96 0 0 0 0 0 0 0 0 '0 0 a -2•4996

De•ontmirmatim Pit -6617 0 0 0 0 0 0 0 0 0 0 0 6-617

Unip Tunnrta 20M 0 0 0 0 0 0 0 0 .0 0 0 -203

Electrical Eopint Mm -12Z01 0 0 0 0 0 0 0 a 0 0 0 -12251

TOTAL FM MEAS 266l~ 0 0 0 0 0 0 0 0 0o 0 0 _-'62064

-57oo7 -----Storagem no= ~ -~ 0 0 0 0 0 0 0 0 a4U5 0 awwi

Tru-k By -32 -40 0 0 0 0 0 0 0 0 0 0 0

Vent Somptir Encosure • 0 0 0 0 0 a0 0 00

- 26 0'? 60

-5 70oo-7

) 1911"

0

gP a

s- -4

CA MX0

I0

r,°* ,,

- 570007

ot zAo

-M 0

0

0 -0

~H1 :0

I

-3137

~57o~5

File No.: 534A1.FiB

/hmEw

5.0 BM W U IMO5 (eont)

SS5 MMINS - Flowdtc rqui, m6wn rn own teprstmwA

SI ! I Cileulatnd Total Sensible I Flowate 2t Based on I Rom Tempr-atwe Based on I

I 4eolbo I E S I e m D A T a I I C1lir Lod Based an tR I Calculad Seasible Wat I qMM and Desan Flowrate I

I Description I .. . FN IT.O I m~ ly tee. ts 6FI Dmity lbs (F I ). Bf*lI I load (Mr). IM (.10). F I

tR Mrma1 IIfnruncv WmR Ik~gM1 Nerual I~uruev fymMýX I M II I Imerg bcy II I I 1 I I I I I I 1 I I I

I A. FiB Areas

1 . Fuel Handling Laydainm

2. Decontuiration Pit

3. Spent Fuel Pool,I Transfar Pool amd NeI Fel Storage Pit

4. Sump Tuml

5. Electrical Eqpt Room

I B. Storae Rom

I D. Sapling En•losure

1 19490

I0

15M•

250

1200

1 1%909

1500

1 2700

I I

105 I 97.1 1 97.1 1 .07141 97 1R

1051 AV I -aw-1 .0713

I I1 97 1 97 1105 I 9; 9 1 .0713

" 97 '7 '1105 1 -. 9 I1 9h - 1 .0713

I I105 1 -0749- 1 W0.- 6I .0713I 1 1

105 1 Ino .0716

I

1 .0714

.0713

1 .0713

1 .0713

1 .0713

1 .0716

1-2373

I3o47

137326I 1046-

1Z359

13 05o

:5405

I

1 50-7e 1 370

I 4 6- I 'I

107q38 45301 -&470501 1 W

I I

1255o 1 37c1 mu

1 54 as 5z5-

I

I *41I&,1 1441#1 aut V

13091

311-

2.15

-409

-W 97

I?-B Io .q9.3 1 o3.5 1

02.9 I102-

97 97

I 1103.21 10I3.2._,

-84I -4• II I

I I I I

IIII

1200

°IIII

105 I 95.0 I .0

I II I

I .0715 I .0716I I

I i

I -4095--I] -495k--i !

IIIII -4064- I200

I I

NIM: I. ts(S) - t3l4) = ts(3) - ts() = tRll)Fi e r(laydam am)l Grlall other FI are)

File lb.: MLF3. l

ToT/\L, FLOWR4.TE INCLUO)E- TI4E FOLLOW'N4:"1) -F:UEL I4.ANLm IN4 LAYot-

2_- Cof-tTMAIo PINA- (O r3. SPE NT F U E L_ PooL ,,ThAN. PEfa PooL AND

'.NFW PLICL 57-OI2ACE pITr4- LImP "TUNNEL5. ELc'-rTI•cA.L E&YtT 1•M

.1

IALW !

5.6 IGMIS - Heater loads and room tepeMtues:

I I ESIN DATA I REJIiD DTA I Roam Temperature, tR OF ISpace/loom I f ,,,L2 &-2 I 1(Iis, Cale.,, I - Irml Mode I earks IDescription IHtr Capacity, WI i Htr Capaity, OM i Heater/s i Heater/s )

I I ml Node ,I Noml.Node, I Lost .1 Aailable I II I .-:...'*II INain Heating Coil and I

I. F 4B las 14 190 Note 1 1 Unit Heaters lost I

I AM Coil # IIIE9 I1"IM I lINK I 46r I I Coil # IHE69 lost II 34-.7

I Uit Htr # IIIE67 1 N I U1 -46r6 1 1 Mbtrs IW7 & ItIo" lost I

I unit Htr # IIM I 'iNow I SI I570 0 07

I .Storage Now I -I --1 1 4o477 14., I II Unit ttr # IIIHEGSf 616U 1 ,.4h3i -I-6-- 11 Ht1s IR•66 & lIHE lost I

II I 4o477 I I I II Unit Htr # I4EH-M 6w 1 1619 1 1 1

I~~~ L3 I - I~C. Truck Bay I I/ 0 9g/ 4.5 I .!

I 1 1 I438*' 4-- IIII Unit Htr 1i4E6I l# I I Isu-I -.1 I I I -r # I414 lost I'

q I I I

.LSampling Eclosure I II 1 IOJ 47 -3.5 III unit Htr I# M-I1 1 V39 I -I--- U17%H1tFrIm-M lost I

Note: 1. For individual r tempeature, e .r-,1 I /

o2,

zCC)J-.

<0ii

)• => -

A

M'

40a.

-'0

=I

F,,M

zn

t•j

0

10

az0

C;

0

-j0UI

I UFile No.: 5M.F1

I-7;5--n

______ 1 '1' r* F 1

AXý ,ý&VA e,,V \

CALC No. b-1-tHV-M1JL-00bRevision No.. 0

o: Date -

TRANSMITTAL I,IIASnT& LUNDY] DESIGN INFORMATION

-I.-

0

p

'•SAFETY-RELATED 03 NON-SAFETY-RELATED DIT No.- 5L - 091/0

CLIENT TON F/GP,. UNT S PagO..L.o- -

STATION UNITisLJ) To r

SUBJECT JLa Cjcj ý1 I I II I 00 i

MODIFICATION OR DESIGNCHANGE NUMBER(S)

COS. - e z.. ._•__.

Preparer (Plea print fame) Division Preparer's signature , Issue date.148 pi n name)III I I I Il

STATUS OF INFORMATION (This information is approved for use Design information, approved for use,that contains assumptions or is preliminary or requires further verification (review) shall be so identified.)

LIrn~or~boA - arpovej A,- "-re..

IDENTIFICATION OF THE SPECIFIC DESIGN INFORMATION TRANSMITTED AND PURPOSE OF ISSUE(List any supporting documents attached to DIT by its title, revision and/or issue date, and total number ofpages for each supporting document.)

f::~ ~J~J0 k0 ~ Z,/V,4-L F"44

e 0-jed I/

k*' S 6L- a-\ -0tlo

lotoi&6 001 9 00 ,•I~; ,•,b ee

-, t•ec~ C4) ; J A,*•,-.,

II

fA s C~c~t~f¶azss

~2/ I er

xý4 12.Zt i , ,

jSOURCE OF INFORMATION.

caic. no. £- 1 I Report no

Rev. and/or date Rev, and/or date

Other• BU I I I I I IONI

DISTRIIBUTION.

.)I(+i

i

CALC NO. S-1-M-VNDC70 6Revision No.: j1.0

SARGENT & LUNDYFR .or... L Date,"

MEMORANDUM OF 9 0 [//iL!

TELEPHONE CONVERSATION

Date:.__________

Time: 0 e 1-7.

Person Called: A C () C"- of__________ _ __ __

(Name) (Company)

PersonClbeallng OSLL- of __ ____ 1___:(Name) (Company)

Project: Ct-f-- ' '.Sl Project No. 8 " 0

Subject Discussed:- 1 .JLgi?-

Summary of Discussion, Decisions and Commitments:

• zV

" S~pVature

File: W•o - /

a a a

a aw)mz-4

0c

-.4

m0

ci)

mz-4

z

"110

0m0

mcm0z

I-1

z0

0

m

TABLE 16PIPING HEAT LOSS

UNINSULATED PIPE

AMBIENT TEMPERATURE

EM?4SIVXTY OF LAGGING

104 DEG. F.

.85

(PIPE HEAT LOSS VALUES ARE 8TU/HOUR-FOOT OF PIPE. LENGTH)

PIPE OPERATING TEMPERATURE (DEG. F.)

CA

u.m

NOMINALPIPESIZE(IN)

.50

.751.001.25i.502.002.503.004.005.006.008.00

10 0012.0014 ..0016.0018.0020.0024.0026.0030.0012. 0036.0038.0042.004S .0052.00

200.

63.276.693. 1

114. 1128.4156. 1184.7219.8274.7331.8387.8491.3599.1698.9764.6873.8983.0

1092.21310.71419.9-1638.31747.61966.02075.22293.72621 .42839.8

300.

159.4193.5235.5288.8325.2395.9468.8558.3698.4844.4987.8

1252.91533.11818.41996.62281.92567.12852.33422.83708.04278.54563.75134.25419.45989.96845.67416.1

400.

285. 1346.7422.75*19.5585.6714.3847.2

1010.61266.91534.41797.52284.72833.73360.93690.44217.64744.85272.06326.46853.67908.08435.29489.610016.811071.212652.81370:7.2

500.

444.5541.7662.0815.2920.2

1124.71336.41597.02006.72434.92856.83651.84551.55398.35927.56774.37621.18467.9

10161.511008.312701.913548.715242.216089.017782.620323.022016.6

600.

643.6786. 1962.7

1189.21342.91644.g1957.82343.72951.63588.24216.45429.56767.28026.28813.1

10072.111331.112590.115109.116367.118885.120144.122662.223921.226439.230216.232734.2

700.

889.51088.91336. 11652.71870.12295. 12736.53281.44141.35043.25934.57681.99574.5

11355.812469. 114250.416031.717813.021375.723157.026719.628500.932063.533844.937407.442751.346313.9

800.

1190.51460. I1795.22224.92520153099.03700.64444.45620.06854.98076.8

10493.613078.915512.217033.019466.321899.624332.929199.531632.836499.438932.743799.246232.551099. f58399.063265.6

900.

1555.41911.22354.02922.83314.54082.04881.35870.77436.69083.6

10721.313957.917396.820633.422656.325892.929129.532366.138839.342075.948549.251785.858259.061495.667968.877678.784151.9

1000.

1994.22454.43028.03765.84274.45272.36312.57601.6

9644.311795.313961.818176.622654.926869.829504.133719.037933.942148.750578.554793.463223.167438.075867.780082.688512.3

101157.0109586.7

1100.

2517.5'3103.0

3833.94775.25424.66700.08031.09681.9

12300.71.5061.217866.323259.928990.734384.337755.343148.948542.553936.164723.370116.980904.186297.897085.0

102478.6113265.8129446.6140233.9

c-I-A:

w

~1'1

tQ 'I)ci

0.'~,

1~3

Cn

z

0

:1,

11

- i - I

USER'S MANUAL

"TTACP MMT '4-- ('\-o OF-

CAM. NO. S-1-M-ONC-070roRevision No. 0 ae

VFR~c14?r Date:Page ý-~ - o

HVAC HEATING AND COOLING LOAD PROGRAM

(LOADHVAC)

S&L PROGRAM NO. 09.5.041-2.3

PROGRAM AUTHOR: H..F. Behls

SARGENT & LUNDY ENGINEERS

June 1990

PLOAD-HVAC

* "LC,.No. 8-I-FHV- 070-Orre I' lot No.

RR/iEN MM-or: -'P DateiPage_2 v 0i

1. ASHRAE (American Society of Heating, Refrigerating and Air-Conditioning IEngineers) Handbook, 1972 Fundamentals Volume, Chapter 22.

2. ASHRAE Handbook, 1981 Fundamentals Volumea. Chapter 22, Ventilation and Infiltrationb. Chapter 23, Design Heat Transmission Coefficientsc. Chapter 24, Weather Data and Design Conditionsd. Chapter 25, Heating Loade. Chapter 26, Air-Conditioning Cooling Loadf. Chapter 27, Fenestration

3. Brick Institute of America, Technical Note 430, Sept/Oct, 1980.

4. W. Rudoy and F. Duran: Development of an Improved Cooling LoadCalculation Method (ASHRAE Transactions, 1975,. Part II, p. 19).

Note: Paper is basis of ASHRAE's Air-Conditioning Cooling Load Chap0ter::.- .in ASHRAE's 1977 and 1981 Handbooks.

5. R. H. Heilman and R. W. Ortmiller: Effective Solar. Absorption of. Variousi.;Colored Paints (Heating, Piping and Air-Conditioning, June 195P).

6. Federal Cement Products, Inc.

7. National Concrete Masonry Association :."' " .*:'

a. TEK 2. Estimating U-Factors for Concrete Masonry Construction

b. TEK 97, Design of Solar Energy Walls with Concrete Masonry.

8. Portland Cement Association, Bulletin D114.

9. S&L Form 1709-I, Metal Siding, Roof and Interior Wall Work.

10. S&L Form 1727-F, Masonry Work.

11. S&L Form 1729-F, Roofing Work.

12. S&L Form 1732-G, Swing Hollow Metal Door and Door Frame Work.

13. S&L Program No'. 09.5.021-1.1, Single-Zone Heating and Cooling LoadProgram by H. F. Behls, June 1982.

14. S&L Program No. 09.5.041-1.1, Multiple-Zone Heating and Cooling LoadProgram by H. F. Behls/S. A. O'Connell, June 1982.

15. S&L Program No. 09.5.192-1.0, FORTRAN IV Program to Calculate z-TransferFunctions for the Calculation of Transient HeatTransfer through Wallsand Roofs by G. P. Mitalas and J. G. Arsenault, National Research Councilof Canada, Ottawa, June 1972.

PLOAD-HVACREF-I

CA..M No. 6-t-FHV--DC-070 1Revision No. A0.Originatom: . Date: 5-tg"11VFR/I'H'K. Date:- -1

Page 2

16. System Design Manual - Part I: Load Estimating (Carrier Corp., NY, 4 (ŽTable 3, page 1-19, 1960). "1

17. .8. Anderson and M. Riordan: The Solar Home Book - Heating, Cooling and

Designing with the Sun (Brick House Publishing Co., Inc., Andover, MA,

p. 285).

18. Passive Solar Design Handbook - Volume Three: Passive Solar Design

Analysis (Lost Alamos National Laboratory, U.S. Department of -Energy,

, DOE/CS-O127/3, July, 1982).

PLOAD-AVACREF-2

SECTION B

CODE TABLE - EXTERIOR WALLS

CALC. No. S-k-F-NDC-070 5Revision No. 0Originator: DateI S.i•!WFRNOX: Date, - I'-uPage 0 o /4r- A

1 Az:81 - METAL WALLS:

CodeNunmber Wall Construction

Preengineered Metal Building(Form 1711) with InsulatedSteel Panel (Interior)

AO, Outside Surface ResistanceAl, Steel Siding82, 3" Insulation (Blanket)B3, 1" Insulated (Rigid)

Metal PanelAl, Steel PanelEO, Inside Surface Resistance

2 Preengineered Metal Building(Form 1711) with Drywall

AO, Outside Surface ResistanceAl,j Steel-SidingB2, 3" Insulation (Blanket)El, 5/8" DrywallEO, Inside Surface Resistance

3 Uninsulated Metal Siding(Form 1709)

AO, Outside Surface ResistanceAl, Steel SidingEO, Inside Surface Resistance

4 Insulated.Metal Siding(Form 1709)

AO, Outside Surface ResistanceAl, Steel SidingB1, 1/2".Air SpaceB2, 1-1/2" Insulation (Blanket)Al, Steel PanelEO, Inside Surface Resistance

U-Factor (Btu/Hr-Ft 2-°F)

Summer Winter

.072 .073

.090

.982

.144

.091

1.17

.148

PLOAD-HVACA-9

B7 - CONCRETE WALLS, CONT'D:

CALC. No. S- t-FHV-MDC-070 gRevision No. 0Driginator: 4 Date: tVFROCH.M W Date-:*." iq-w--tPage \t0 • - -O

U-Factor (Btu/Hr-Ft2 _-F) we- '

Sunmmer Winter'CodeNumber Wall Construction

42 42-in. Concrete

AO, Outside *Surface ResistanceC4, 42" ConcreteEO, Inside Surface Resistance

43 48-in. Concrete

AO, Outside Surface ResistanceC4, 48" ConcreteEO, Inside Surface Resistance

44 54-in. Concrete


45 60-in. Concrete

AO, Outside Surface Resistance*C4, 60" ConcreteEO, Inside Surface Resistance.

46 66-In. Concrete


47 72-in. Concrete


48 .78-in. Concrete

AO, Outside*Surface ResistanceC4, 78" ConcreteEO, Inside Surface Resistance

49 84-in. Concrete


PLOAD-HVACA-21

.221

.199

.181

.166

.229

.206

.187

.171

.157".153

.142

.133

.125

. 145

.136

.128

t

r

eSECTION C

CODE TABLE - ROOFS

CALC. No. 8-f -H-WNC-070.;Revision No. .Originator: Date: 58YFR/12{: W i-1TDae: C-wPage L2T Z

F+8

U-Factor (Btu/Hr-Ft 2 ,°F)Summer .,Winter ._.

Cl - METAL ROOFS:

CodeU.-1k. o ^s r^netv"rti^n

3 Preengineered Metal. Building(Metal Decking with 2-In.

,...Insulation (Form 1711)

-A,. Outside Surface ResistanceAl, Steel Decking8.2, 2" Insulation (Blanket)EO, Inside Surface Resistance

2 Uninsulated Metal-Roof'Same as Siding (Form 1709)]

AO,.,Outside Surface ResistanceAlo, Steel DeckingED, Inside Surface Resistance.

3 Ul ted Metal RoofT.i.[ as Siding (Form 1709)1

.126 .134

.798 1.29

0::-, ." .140 .150

il A9, Outside Surface ResistanceA l,.Steel Siding (Decking)U8, 1/2, Air Space8.2,'1.5 Insulation (Blanket)

... . A.Steel PanelED, Inside Surface Resistance

4 Metal Decking with TemporaryInsulation (Form 1720T

.276 .318

AD,:E3,B3,Al,EO,

Outside Surface Resistance3/8" Felt3/4. Insulation (Rigid)Steel DeckingInside Surface Resistance

5 Metal Decking with PermanentInsulation (Form 17BT

.140 ... .150

AO,E2,E3,B3,Al,EO,

Outside:Surface Resistance1/2', Gravel3/8" Felt2" Insulation (Rigid)Steel DeckingInside Surface Resistance

PLOAD-HVACA-22

CALC. No. 8-1 -FW-NDC-070 5"Revision No. 0

Or'inator: _ . Date: - 1t- 0I1B7 - CONCRETE WALLS: Page _ o -D±3=

Code U-Factor (Btu/Hr-Ft_-°F) 16

Number Wall Construction Summer Winter

34 6-in. Concrete .659 .740

AO, Outside Surface Resistance.C4, 66" ConcreteEO,. Inside Surface Resistance

.35- 8-In. Concrete .593 .658

AO' Outside Surface Resistance1C4, 8" Concrete

. EO, Inside Surface Resistance

36 10-in. Concrete .540 .593

AO, Outside Surface-Resistance' C4, 10" ConcreteEO, Inside Surface Resistance

37 •2-In. Concrete .495 .540

AOutside Surface Resistance. C4' 21" Concrete.

0,JO."Inside Surface Resistance

38 - 18-In. Concrete .397 .425

AO, Outside Surface Resistance'C4, 18" ConcreteEO, Inside Surface Resistance

39 24-In.. Concrete .331 .350


40 30-in. Concrete .284 .298


41 36-In. Concrete .249 .260


PLOAD-HVAC

,ý_ - CONCRETE INTERIOR WALLS:

CodeNumber Wall Construction

42 6-in. Concrete, Both Sides

Unfinished

- EO, Inside.Surface Resistarce

C4,. 6" Concrete.EO Inside Surface Resistance

S43 8-In. Concrete, Both Sides

Unfinished

:EO, Inside Surface Resistance

C49 .8" ConcreteEO, Inside Surface Resistance

44.. 10-In. Concrete, Both Sides

• )*~r ... ;.Unfinished

Inside Surface Resistance1C4. 00" Concrete

..- EO.I~nside Surface Resistance

W4~ ~A*4i%_';*ncret0,-Both Sidesusished

'ntide Surface Resistance

InieSurface Resistance

,~W~¾ •.•6 18 in. Concrete, Both SidesUnfinished

cICAM No. 8- 1-FHV-MC•-070 5Revision No. , 0Ori iDtatoe; Date: S 1•I

WO Date: t

U-Factor (Btu/Hr-Ft 2!-F). Az jzInterior i

.535

.491

.454

..422

.348

r-%, Insluu Surface ResistnceC4. 18" ConcreteEO, Inside Surface Resistance

47 24-in. Concrete, Both Sides .297

Unftni shed

EO, Inside Surface ResistanceC4, 24" ConcreteEO, Inside Surface Resistance

48 30-in. Concrete, Both Sides .258

Unfinished


PLOAD-HVAC A-52

D7 - CONCRETE INTERIOR WALLS, CONT'O:

• CodeNumber Wall Construction

U-Factor (Btu/Hr-Ft 2 -°F)Interior

49 36-in. Concrete, Both SidesUnfinished


50 42-in. Concrete, Both Sides.Unfinished




52 54-in. Concrete, Both Sides-Unfinished



EO, Inside Surface ResistanceC4. 60" ConcreteEO, Inside Surface Resistance

54 66-In. Concrete, Both SidesUnfinished

EO, Inside. Surface ResistanceC4, 66" ConcreteEO, Inside Surface Resistance



.229

CPiC. No. 6- 1-FHV-NDC-070 SRevision No. Da eOriginator. DatesVFRCIC: Date:Page !S.... .4-57A z.. _

.205

.186

.170

.. . .,.157-.,••• .

.146

.136

PLOAD-HVACA-53

VD7 - CONCRETE INTERIOR WALLS, CONT'D:

W'd eU-Factor (Btu/Hr-Ft 2 -°F)

Interior,i i r f. 4- inn

111Mllli.ill•l rtu,, , vv,,•--, -- w .....W~illJ~ V..---------

56 78-in. Concrete, Both Sides.Unfinished

ED, Inside Surface ResistanceC4, 78" ConcreteED, Inside Surface Resistance

57 84-In. Concrete, Both SidesUnfinished

.127

UU.. Nio4 8- I-FWV-tC-070Revision~ No. 0Dr*i inator: AC 'Date; T218-!VFRJOI(: Date* -w:Page .%....

.119A

ED, Inside'SurfaceC4, 84" ConcreteED, Inside Surface

Resistance

Resistance

.58 6-In. Concrete, .One Side..:.Finished

EO, Inside Surface Resis-+ C4, 6. Concrete

. •.1•, Air Space

" '". ',,Inside Surface Resii

59 8 I on Concrete, One Side

Tinished

EO, Inside Surface Resi,C4, ý8, Concrete'81-, IsAir Space11, 5/8" -rywallED, Inside Surface Resi~

0 -10-in. Concrete, One SidiFinished

.344

tance

stance

.326

stance

stance

e .309

ED,C4,B1,El,EM,

.Inside Surface Resistance10" Concrete1" Air Space5/8" DrywallInside Surface Resistance

61 12-In. Concrete, One SideFinished

.294

ED,C4,B1,El,EO,

Inside Surface12" Concrete1" Air Space5/8" DrywallInside Surface

Resistance

Resistance

PLOAD-HVACA-54

SECTION E

CODE TABLE - EXTERIOR DOORS

CAM. No. S- t-FHV-M-070Revision No. 0Oinator:Lj Date:.

PageMC

actor (Btu/Hr-Ft 2 -°F)

Summer Winter

.156 .160

CodeNu•mber Door Construction

1 Insulated Metal Swing Door(Form 1732)

AO, Outside Surface ResistanceAl, SteelB2, 1-5/8" Insulation (Blanket)Al, SteelEO, Inside Surface Resistance

2 Telescopic Steel Overhead Door

AO, Outside Surface ResistanceAl, SteelEO, Inside Surface Resistance

3 Wood Overhead-Door

AO, Outside Surface ResistanceB4, 1-3/8" WoodEO, Inside Surface Resistance

4 Glass Door

1/4" Clear Glass

.982

.366

1.04

1.174

.390

1.13

SaPLOAD-HVAC

A-57

SECTION F

CODE TABLE - FLOORS

=AC No. S-1-FW-NDV-o7o15Revision~ No.

Oi inatol': A4 Date: S-8-qVFR/VMI(: DPage _Z1_A4jjoT

U-Factor (Btu/Hr-Ft _ *0.Summer Winter

F1 - CONCRETE FLOORS

CodeNumber Floor Construction

1 6-in. Concrete Floor .581 .427

EO,C4,Al,EO V

Inside Surface Resistance6 ConcreteSteel Decking

.Inside Surface Resistance

2 8-in. Concrete Floor .530

EO2 Inside Surface ResistanceC4, 8" ConcreteA1, Steel-DeckingEO, Inside Surface Resistance

*: 3. Concrete Floor

.-EO,• Inide Surface Resistance•4 •C•O Concrete" A1::::. Steel! Decki ng

: : -Inside Surface Resistance

:4 l-2in.; Concrete Floor

10' Inside Surface ResistanceC4, :12 Concrete-Al, .Steel Decking-EO, 'Inside Surface Resistance

.487

.399,

.374

.352.450

PLOAD-HVACA-58

SECTION G

CODE TABLE - CEILINGS

CAM.C No. S-1-FWJ-MC-07O 5Revision~ NU 0GOriinatom ~ Date; -1,1

GI - CONCRETE CEILINGS:

CodeNumber_

U-Factor (Btu/Hr-Ft 2 -°F)Summer Winter

1(o1 iCeilinq Construction

1 '6-In. Concrete Ceiling .427 .581

EO.C4,

: , E()B

Inside Surface Resistance6" Concrete-

.Stel DeckingInside Surface Resistance

21 8-In. Concrete Ceiling

EO, Inside Surface ResistanceC4, 8" Concrete

W Al, Steel Decking.0."EO, Inside Surface Resistance

10-... . !O,:Concrete Ceiling

-EOInside Surface ResistanceZC4, 102 Concrete.A. Steel Decking

., Inside Surface Resistance

14. 1-in. Concrete Cei-ling*

10j..:Inside Surface Resistance-.C4,' 12" ConcreteA1, 'Steel DeckingTO, Inside Surface Resistance

.399 .530

.374 .487

.450.352

PLOAD-HVACA-60

4

TITLE 1 NO. •S-1-FHV-MDC-O705 SHEET

FHV Sys Httg/Clg Load & REFERENCE tll0 P Airflow Determ Calc-Unit DE-CB.FHV-0021 (Q) OF

. ORIGINATOR V,_L, L L

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ORIGINATORDATE -__

CALCULATION• AE • _., . •.....

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Heat Gains forThick Walls and Roofs

Simple calculation method extends A SHRAEmethodology to heavier construction.

External walls and roofs of wall and roof constructions used in

buildings gain heat through commercial buildings have beenconvection from outside air as listed in the ASHRA.E Handbook.

well as by radiation from the sun. These are limited to about I ftThis heat is transferred to the thick concrete walls and 6 in. thickbuilding interior by conduction concrete roofs. While this range isthrough the walls, which also alter- quite adequate for commercialnately store and release heat. Thus, buildings, much heavier construc-the process is very complex. To en- tion is used in some buildings. Forable design calculations with corn- example, external walls in nuclearparative ease, the 1989 ASHRAE power plants are typically moreHandbook of Fundamentals, than 2 ft thick concrete and roofsChapter 26, provides the following are I ft or more thick concrete. Forprocedure, which is used through- such constructions, no guidance isout the industry. Heat gain is cal- provided by the ASHRA.E Hand-culated by the following formula: book. My research has resulted in a

simple calculation procedure thacextends the ASHRAE methodol-ogy to such heavy constructions.This procedure and its basis arebriefly described in the following.

ResearchThe one-dimensional transient

heat conduction equation was nu-merically solved for solid concretewalls 1.5 to 4 ft thick, and solid con.crete roofs I to 2 ft thick, with andwithout external insulation. The

ron one side ofthe wall/roof Wa-sconsidered to be at a constant ten-p-erature; this temperature was 78

q- UA(CLTD) (1)where

q - heat gained by the room,Btuh

A -surface area of wall orroof, sq ft

CLTD - cooling load tempera-ture difference, F

U - overall heat-transfercoefficient, Btuh per sqft per deg F

Values of CLTD for a variety of

By ff. MOHAMMED SHAH,Senior Engineer,EESUnden Associates, Inc.'Darien, Conn.

/e* Heating/P~ping/Atr CondUfloning * Sepotember1

Tabl 1 SmmaY of some typlcal ca cu atlons done&dtri~gCT o ~icoctewas~ and~*~.-.....

.. ''._______Mean per deg F. Q LTD F Mean* TpeCocree lsIatM ,.F TF -, 14 M';.VAX Mean CTu - T.)

.Roof -- * 0.03 ... 107 78 1.08 4.0 35.2.: 23.2 . 29.2:Roof 1 0 : 6.1'7 . :107 78 1.08 4.0 34.0 24.5 .29.2

oRoof 10 '.107 78 1.08 .4.0 43.8 -15.2 29.5,:,Roo• .l15Ls 107 78 1.08 ..4.034.6 `24.1. 29.3

Roof..0 ;• Ndn .. :07 78 - 1.08, 4.0 `.31.4 :27.3 .29.3,.wa ; '; 9 .. one.'' 0" 7 1. .4.0 "26.0 185 . 22.2Wagl 0;, 0 . i-t•'s. * J_ 0.50 -1.0 :i1.o 9.9 10.4•a2l2.-0 None :"" 115 104 L46 '4.0 "12.8 "'9.8 `'11.3Wall.. '"-o: 2 "100" C" 78 1.46 4.0 23.8 20.7 22.2Wa •I 2.0 "': n Ai `4'-"1l5 .78 .1.46 4.0 39.0 35.6 37.3

"Wag "-,'3.0 None 100 '. 78 1.46 4.0 '22.6 22.2 '22-4'Wag 4.0 N None 100 78 1.08 4.0 22.4 22.4 22.4

29.029.029.0

-.29.04

11l.0

27037.022.0

'22.0

I 990 151

R'S 19 1 12: 42

A TT/NC HMENT

.2 oP z) S14EST 14-gIeat gain calculations

leTable 2-Calculated CLTO for dark horizontal roofs.

Roof description... .. -

oncrete Insulation ,oIar tkns. 1 - . .IhickSolar fircenesImcknem• LId~kmt

in. In. 1 2 3 4 5 $ 7 $ o 10 11 12 3 14 15 16 17. 19 19 20 21 22 23, 2412 2 33 33 32 31 31 30 29 28 26 26 25. 25 24 25 26 27 28 29.31. 32 33 34 34 3412 1.. .33 32 31 30 29 27 26 25 24 23 23 24 24 26 V7 29 31. 32".34 35 35 35: 35.34'12 0 36 34 31 28 25 22 20 18 16 15 16 17 20 .23 27 31 36 39-42 43. 44 43":41 39.18 0 35 35 34 34 33 32 30 29 28 27 25 25. 24 24 24.25 2627 29 30 32 33:34, 34.24 0. 30 30 31 31 31 31 31 31 3! 31 30T.1 29 2? 2a-' 28 -27 27 27 28 28 28 .29" 30.

or 104 P in various runs, thus simu-lating aesign room temperatures.The air on the other side of thewall/roof was at the sol-air temper-xcures listed in Table I of the ASH-RAE Handbook and thus variedwith time. In some runs, higher sol-air temperatures were also used. In-side and outside air film heat-transfer coefficients were varied inthe range that may be expected inpractice. The heat transferred fromthe wall to the room air was calcu-!ated at each .nstant: the CLTD at

~ch Instant was then. calculatedEquation I. Computer runs

ere continued until calculatedCLTDs were repeated in 24-hr cy.cles.

In TablL 1, a suninmary of sometypical calculations for walls androofs is presented. The mean sol-airtemperatures and mean CLTDs are24-hr mean values. hi and h. are in-side and outside air film heat-t.ansfer coefficients, respectively.

In Table 2, the calculatedCLTDs fur varluu 1hvrl-uuza JM Io4aorc limtcd. All of thoo a•o for darl-roofs and the sol-air temperatureslisted in Table I in the ASHRAEHandbook. Note that all CLTDslisted in the Handbook for, variousroofs and walls were also calculatedusing the sol-air temperatures fromthis source.

All eghlcuation• were dorne fnr

- Mean CLTD = MeanT,. - (: (2)

whereT,. = so]-air

temperltureT, -room air

temperatureThus, the 24-hr mean heat gain

can be calculated with Equation I.using the mean CLTD from Equa-tion 2.

Study of Table I also shows thatfor walls 2 ft thick or thicker, theextreme values of CLTD do not dif-fer much from Ohu ui-aa CLT Dgiven by Equation 2. 1: should berealized that due to the large ther-mal lag of these walls, these highCLTD .s will be reached only if thesol-air temperatures remain at thepeak values for more than one day.This will occur only rarely. Hence,the mean CLTD from Equation 2will generally be the maximumCLTD.

Footnote 4 of Tables 29 and 31 inthe ASHRAE Handbook listCLTD values to ba used For'rooisandl wallc wt'ih Ael~irianal in-

sulation, which takes them beyondthe range of ;hose tabies. Study ofthose listed CLTD values showthat they are exactly in accordancewith Equation 2. Thus. the presentresearch has shown that" the calcu-lation method given by ASH&AE

room temperature and outside airtemperatures.

Calculation procedureFor heavyweight concrete walls 2

ft thick or thicker, with or withoutinsulation, use the foilowing "un-corrected" CLTDs (in accordancewith Footnote 4 of Table 31 in theASHRAE Handbook): N, 11; NE,'17; E, 22; SE, 21; S, 17; SW, 21; W,22: NW, 17 (letters represent wallorientation, numbers are CLTDs). -

These CLTDs are to be adjustedfor color. latitude, room tempera-ture, and outside air temperatureas described in Footnote 2 of thattable.

For the hor'3i2-oil roof cons~ru-c' -%ions listed In Table 2, t1ltLn~lzi"

CLTD and theii adjust it for color,)Iatitude7,6bom temperatrire,"and

uiitside "air 'temiperature ':s de-scribed in Footnote 2 of Table 29 in:the ASHAAE Handbook..

For horizontal, uninsulated roofsthicker than 2 ft and insulated-roofe more than 1.5 ft thick. u •99F Rq the uncorrected CLTD(according to Footnote 4 of Table29) and then correct it according toFootnote 2 of that table.

ConclusionThe calculation procedure given

for heavy walls and roofs was de-rived from computerized solutions

heavyweight concrete of 140 lb per . walls/roofs is also applicable to of the governing heat-transfercu ft density. The insulation con- heavyweight walls/roofs, with or equation and is in agreement withsidered had a density of 15 lb per cu without insulation. ASHRAE's recommended pro-ft, thermal conductivity of 0.024 Table 1 also shows that very cedure for lightweight wails andBtuh per ft per deg F, and specific large changes in the inside and out- roofs with thick insulation. Its useheat of 0.17 Btu per Ib per deg F. side film heat-transfer coefficients will result in simple, reliable calcu-

have comparatively small influence lations, eliminating the need forults nn the CLTDT. It also shows avee- guesswork and conservatism,

:* he results listed in Table I ment with the ASHR-AE method which had to be resorted to untilshow that: for correcting for variations of now. P

152 Heating/Plping[Air Conditioning 9 September 1990'

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IEEE.OLTECTER NAT 1ONAL

HIN

IMPACT OF INCREASED SPENT FUEL POOLEMERGENCY TEMPERATURE

ON FHV SYSTEM ATSALEM UNIT 1

DURING THE SEPTEMBER TO MAY OUTAGE MONTHS

for

PUBLIC SERVICE ELECTRIC AND GAS COMPANY

by

Indresh Rampall, Ph.D.Holtec International

Holtec Project 20890

Holtec Report HI-931098Report Category: I

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HOLTECINTERNATIONAL

REVW AND CERTIF[CATION LOG

DOCUMENT NAME: Impact of Inreased Spent Fuel Pool SrgenoyTempematur on FfV System at Salem Unit 1During the September to May Outage Months

HOLTEC DOCUMENT ID, NUMBER. EI-931099

HOLTEC PROYeCt NUMBER: 20890

CUSTOMHERCLIENT: Public Sevice Electric and Gas Company

ISSUE AUTHOR & REVIEWER & QA APPROVEDNUMBEfR DATS DATE MANAGER & DATE

_________ & DATE

ORIIn;AL 4M4tA " af#---2

REVISION 2

PLEVISION 3

RBVISION 4

REVISONS

REVISION 6

This docu~m t conforms to the requirements of the deslg specification and the applicable sections of the

goveming codes.

Nole: Sinatumr and printed names are required in the review block.

* Must be Project Manager or his designee.

pIIl

I.~..

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A/ AT'r1"c.stg/,Jr;t BHOLTEC IN17ER~NATIONA S;4 r If

CALCULATION SHEET Page-

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Preft ared By Date Reviewtd'By r " Date

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A: I 'As shown in technical specification (TS) 3.9.3, fuel movement is permitted 100 bouts after reactor shutdowndu•ng the typical refueling outage period from mid-October to mid-May. While refueling is possible at anytime,a refueling outside of the typical period is not anticipated. Hence, the month of September is eliminated from thisanalysis.

Projectlod N7 0 ,9q0

Prewd~y

A AIrrACtHsl-r•,T•f'l. orHOLTEC INTERNATIONAL tes is o j)

CALCULATION SHEET Page 2. Rev.

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CALCULATION SHELT, Page-" . Rev. .e-port No-S-1FaL. b Other F I •- &

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(3) SFP Surface AmThe dimensions of the surface of the SFP are 28.5 feet by 39 feet Reference [1 ] Paragraph 4.5

Asp - 1111.5 fW2 Reference [1] Paragraph 4.5

The dimensions of the surface of the Fuel Transfer Pool (FTP) are 16 feet by 28.5 feetAsw = 456 fe Reference [4]

Total surface area at 1801F As = Asp + AST - 1111.5 ft + 456 ft = 1567.5 ft2

(4) Area of Wall Between SFP and Transfer pool

Aw 1 1720 fl? Page 17 of calculation package

Uw - 0.229 BtuI/i 2 hr OF Page 17 of calculation package(5) Tem.erature Rise Across Blower

ATa = 2.1'F Page 100 of calculation package

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Calculation Page ( 5"7 of 167S-1-FHV-MDC-0705, Revision 5

Attachment 8Page _9.- of 19

Prepared by: • Reviewed by:"°o

(C) Sensible heat galn from pool surface (Btulhr)

As shown on page 19 of Attachment 8, the highest mean temperature during the outageperiod from January 1977 to December 1981 was 61.9 0F (in May) and the highestmaximum temperature was 84'F (also In May2). This is considered to be veryconservative for the period between mid-October and mid-May. When 2.1 OF of fan heatIs included, the inlet air temperature of this evaluation becomes 86.1 OF. In addition, thiscalculation is based on an assumed maximum room ambient air temperature of 1050F.

06 = (UN + Fe* UR) * * (tw - tR) Reference [6] page 45, Eq. 46

Where:UN Natural convection film coefficient for air over horizontal water surface

0.5 (tw - tR/ Lp) 0.25 (Btu / hr.ft2.OF) Reference [6] page 46, Eq. 47= 0.5 [(180-10D5y28.5] 0,'

0.637 Btu/ft2 hr OF

U= Radiation heat transfer coefficient (Btu / hr-,f2 O'F)0.1713 [(Twl 100)4 - (R/ 100)1] / (tw - tR) Reference t6] page 46, Eq. 48

= 0.1713* [{(460+180yI10O} - {(460+105)/100}41 1(18D-105)1.504 Btuft hr °F

Fe = Proportionality factor0.96

As = Total Water surface area ft2

= 1567.5 f

The dimensions of the surface of the SFP are 28.5 feet by 39 feet,The dimensions of the.surface of the Fuel Transfer Pool (FTP) are 16 feet by 28.5 feet.

Lp = the most conservative length for the combined pools Is to use the commonwidth of 28.5 feet This length Is used for the analysis. 3

tw = Water surface temperature =180 OFtR = Room ambient air temperature = 105 OF (room temperature is conservativelyassumed to be a design maximum)

Tw = tw + 460TR = tR + 460

2oA maximum temperature of 86*F was recorded in April but is considered an anomaly since the peak temperature inMarch was 76"F and the peak temperature in May was 84F. In view of these values, minimum flow rate andmaximum exit temperatures are re-evaluated for 84F.

3 Revision 0 to Attachment 8 used 56 feet for the equivalent length of the SFP alone. This was considered areasonable SFP length. For the combined pools, the common width is the most conservative (i.e. smallest) value.The difference in the coefficient UN when using 56 feet or 28,5 feet is approximately 18% (with 28.5 feet beinglarger). Either value would have produced acceptable values for this analysis,

: ........ '." : ..

Calculation Page i of 167S- I-FHV-MDC-0705, Revision 5

Attachment 8Page - ID of 19

Prepared by: 7h Reviewed by: %,Y

Qs = (0.637 + 0.96*1.504) * 1567.5 * (180-105) = 244,629 Btu/hr

Therefore, the total summer cooling duty becomes: 22,825 + 11,260 + 244,829=278,714 Btu/hr

The formula for air density (p) is taken from Reference [51 as:

p = 1.325 * bx / Tx,

where

bx = barometric pressure in Inches Hg= 30" Hg

Tx = air temperature in degrees Rankin= 459.6 + 86,1= 545.7=R

pee.t= 1.325 * 30 / (459.6 + 86.1)= 0.0728 Ib/ft3

Minimum flow Q, (at 86.1°F) required to maintain the room at or below the maximumassumed temperature of 1050F is derived from the cooling load q. as follows:

q 1 = 01*I/v * CP (tA - tR) Reference [61 page 27, Eq. 20= Q* P86.1 * Cp (M - t)

re-arranging this equation: Q, q, I PS.I1 Cp (t A- tR)

where:

qs = total cooling load = 278,714 Btu/hr

CP = 0.24 Btutib'F

tA = assumed room ambient air temperature = 105°F

tR = ventilated air temperature = 86.1 0F

solve for Q,:

Q, = 278,714 / (60 * 0.0728 * 0.24 * [105 - 86.1=F]) = 14,067 cfm; < 15,990 cfmavailable.

Re-arrange the above to calculate the room temperature at design flow rate:

- 80.10F + 278,714 / (60 * 0.0728 * 0.24 * 15,990) = 88.1 OF + 15.8 OF = 102.7 OF

In view of the above, a 1050F maximum room temperature for the SFP area duringrefueling operations can be assumed. As shown on page 19 of Attachment 8, the actualambient temperature Is likely to be 10"F to 20°F lower (based on review of meantemperatures).

TV" ir

Calculation Page 1•Tq of 167S- I-FHV-MDC-0705, Revision 5

Attachment 8Page AL.. of 19

Prepared by: ' Reviewed by:.

7.0Spent Fuel Pool Area Evaporation Rate and Humidity Calculations

Inlet Air Humidity (Based on 84°F db / 70F wb)4

From ASHRAE Charts [2]

WsA (humidity ratio) = 0.0123 lb H20 / lb dry air

RH (relative humidity) = 50%

Evaporatlon CalculationPw (vapor pressure of water at 180*F) = 15.31" Hg

PAs (vapor pressure of water at 102.7=F) = 2.095" Hg

Assume a relative humidity of 95%;

PAS = 0.95 * 2.095 = 1.99 In Hg

hf (latent heat of vaporization at 180 OF) = 989 Btu/Ibm (steam tables)

Evaporation heat load (QL) = A * (95 +0.425V) * (Pw - PAs) Ref. [6] page 44, Eq. 41

where A = pool surface area, V= 20 fpm and Pw and PAs are shown above. (See page19 of calculationB)

Evaporation heat load (QL)= 1567.5 ft2 * 103.5 * (15,31 - 1.99) = 2,151,000 Btu/hr

Evaporation rate (mv) = QL I hfg 2,161,000 Btu/hr/989 Btuilbm = 2185 Ibm/hour

Air mass-flow rate = 15,990 cfm * 60 * 0.0727 = 69,748 Ibm/hr

WROOM (room humidity ratio) 0.0123 + 2185 / 69,748 0.0436 lb H2011b dry air

The water mole fraction = (0,0436/18) / (0.0436/18 + 1/28.8) = 0.0652

Partial pressure of water vapor = 0.0652 x 29.9 = 1.95, Hence, relative humidity of theroom at 102.7 OF = 1.95/2.095 = 93.1% (close to assumed relative humidity of 95%).

4 The design basis summer-time condition for SGS is 950F dbF/80F wb, which is effectively 50% relative humidity.Since the peak May temperature of 84F is used for this analysis, 50% relative humidity will be assumed to beconsistent with the design basis selection.

s Basic equations from this section are developed and are further defined in Reference [6], starting on page 43.Further definitions of terms are given in Reference [6].

___ ~4 -.*

W JJ Vý47

Calculation Page 44Q of 167S-1-FHV-MDC-0705, Revision 5

Attachment 8Page _ of 19

Prepared by: . Reviewed by:

Relative humidity of air at 105OF Is 35% for all rooms except the SFP [see sheet 103 of

167 of the main body of this calculation)

Relative humidity of air from SFP area = 93.1% (paragraph 7.0 above)

Therefore, the effective RH of exit air before the charcoal bed(3500 0.35 + 15,990 * 0.93)/(3500 + 15,990) = 82.6%

8.0-Summary and Conclusions

The total heat load from the SFP and transfer pool can be accommodated at the assumedoutside air, water and room ambient temperatures and design flow rates.

8.1 Peak Outage Coolina Requirements

Item Transmission Lighting Sensible Total Minimum Room(Btufhr) (Btulhr) (pool) (Btulhr) Flow* Temperature**

(Btu/hr) (cfm) (rF)Sump- 767 3412 -" 4179 211 94.1TunnelDecon-PIT 3014 4094 - 7108 359 88.8SFP 22,825 260 24,620 278,714 14,067 02.7Room 2285 11 4 8

• flow rate required to maintain assumed maximum room temperature of 105"Fat design airflow rates for each room

I

8.2 Pool Surface Evagoration and Humidity Results

Item Peak OutageSeason

Evaporation Rate (Ib/hr) 2185

SFP Room Relative 93• 1Humidity (%) 93__Relative Humidity at 82.6Charcoal Inlet (%)

f J

4E,

-4~~~"~½ I .-A.

Calculation Page (6 ( of 167S- 1-FHV-MDC-0705, Revision 5

Attachment 8Page of 19

Prepared by:. k--> Reviewed by:

9.0 References

[1] S-C-SF-MDC-1240, Revision 1, SFP Thermal Hydraulic Calculation (HOLTEC Report HI

92492 dated 5-9-93)

(2] ASHRAE Handbook of Fundamentals (19R89)

[3] PSEG Report "FHV System Heating and Cooling Load and Airflow Determination, Unit1" (S-1-FHV-MDC-0705, Revision 2, August 3, 1993)

[4] Drawing 204803, Contalnment/Fuel Transfer Building Layout

[5] Marks Standard Mechanical Engineering Handbook, Ninth Edition, Chapter 14

[6] HVAC TECHNICAL STANDARD DE-TS.ZZ-3803 (Q) "Cooling and Heating LoadCalculations."

I

.- ~.

~r -~

: , m #= = i 1

'Calculation Page ( of 167S-i -FHV-MDC-0705, Revision 5

Attachment 8Page 9

Prepared byj. Reviewed.by: 1

Page Intentionally Blank

* I, .~. ?K:

Calculation Page IýS of 167S- 1-FHV-MDC-0705, Revision 5

Attachment 8Page _S of 19

Prepared by* . Reviewed brj.

Page Intentionally Blank I

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Calculation Page A t of 167S-I-FHV-MDC-0705, Revision 5

Attachment 8Page __ . of 19

Prepared by: "C Reviewed by:

Intentionally Blank

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'1 r A, Cý"-GJ r 8 ~Hr ~ OF

APPENDIX A

TELEFAX FROM PSE&G ON MAXIMUM AMBIENT AIR TEMPERATURE

DURING SEPTEMBER TO MAY OUTAGE MONTHS

'SE\T BY: 10-16-S3 ; 3•.6. F SE&G E&.0B-HiLT-C I.NTER.NATIJNL.: 1. 2

PUBLIC SERVIC. -LECTRIC & OAS' COMPANY (A ' • ) tZVGXXZRCZNG I PLANTO ETTUKENT ,EPDoTMEU

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NWIIOER OF PAGES FOLLOWING THIS TRAMTTAL

DATE/TIME SENT: Aoe 19, q -ý

IF DIFFICULTY IN RECEPTZON PLEASE CONTACT THE SENDER.

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Dat Am=l Suwaa•y Vit Couparativ Data - Wlluuon,

D'.2wav.zu NC)AA&, bvtranmwAet 1DaV'ServL**e, 1977-2-98%.

N A t, tiA

Revision 13

• / • L 1,,

tEWe"iJJM.

- + . .Y

..... ....+ --. r•.+-Y.+

NC.CC-AP.ZZ-0010(Q)FORM-I

CERTIFICATION FOR DESIGN VERIFICATION

Reference Number: S-1-FHV-MDC-0705, Revision 5

SUMMARY STATEMENT

A line-by-line check of Attachment 8 was performed for this revision. The revision follows the samemethodology as the current revision and results are comparable. The revised Attachment 8 is updatedto include increased heat load resulting from adding the surface area of the spent fuel transfer canal.

The individual named below in the right column hereby certifies that the design verification for the sub-ject document has been completed, the questions from the generic checklist have been reviewed andaddressed as appropriate, and all comments have been adequately incorporated. SAP Or-der/Operation final confirmations are the legal equivalent of signatures.

Ted DelGaizoDesign Verifier Assigned By

(print name of Manager/Director)"

Design Verifier Assigned By(print name of Manager/Director)"

J. Ko Wiedemann / D-12-07Name of Design VerifierV / Date

Name of Design Verifier/ Date

Name of Design Verifier' / DateDesign Verifier Assigned By

(print name of Manager/Director)"

Design Verifier Assigned By(print name of Manager/Director)*

Name of Design Verifier* / Date

*If the Manager/Supervlsor acts as the Design Verifier. the name of the next higher level of technical management Is required In the left column.

Page I of I

Nuclear Common ,Rev. I

|

NC.CC-AP.ZZ-0O10(Q)FORM-2

COMMENT / RESOLUTION FORMFOR DESIGN DOCUMENT

REVIEW/CHECKING OR DESIGN VERIFICATION(SAP Standard Text Key "NR/CDV2")

DOCUMENT NO.IREV: S-1-FHV.MDC-0705, Revision 5COMMENTS

1. Section 6.0 - Typo In pressure and formula for minimum flow required.2. Section 6.0 - Revise summary statement after calculation of minimum flow and exit temperature that

design requirements for 1050 F are satisfied.3. Section 7.0 - Air density term should be based on 95- F.4. Section 8.0 - Include clarification the supply air is at 600 F and use of 00 F is not realistic.

RESOLUTIONS

All comments incorporated.

ACCEPTANCE OF RESOLUTION

Resolution of comments is acceptable.

J. K. Wiedemann 9/12/07 T. J. DelGaizo 9/13/07

SUBMITTED BY DATE RESOLVED BY DATE

Page 1 of 1

o

Nuclear Common Rev. I

NC.CC-AP.ZZ-001O(Q)FORM-2

COMMENT I RESOLUTION FORMFOR DESIGN DOCUMENT

REVIEWICHECKING QR DESIGN VERIFICATION(SAP Standard Text Key "NRfCDV2"1)

REFERENCE DOCUMENT NO. /REV. S-1-FHV-MDC-0706 / R5

COMMENTS

1. Page Revision Index: Instead of having pages 2 through 148" as three separate line items, have one lineItem 02 - 148".

2. Section 1.0, Footnote 1: Refueling can technically occur anytime. The mid-October to mid-May time frameis just for a minimum 100 hour decay time prior to beginning core offload; from mid-May to mid- October,the minimum decay time Is 168 hours. The period between October and May would cover the typicaloutage period. Revise footnote to clarify.

3. Section 3.0, Item 2: Provide basis for air flow, that is the number of supply and exhaust fans running.

4. General Comment (6.OC-+ end): The original calc often did not provide the equations and/or references forsome of the parameters. From a technical rigor perspective, please provide equations where lacking. Also,reference to section/page In main calc for select equations/inputs should be Included, namely Qs, UN, UR,Fe, QL. NOTE: Response to Comment 6 will Impact the response to this comment

5. Section 6.0(C): Sensible heat Is determined based on a 105"F room temperature. Calculated roomtemperature Is 102.0=F. As such, state up front that a room temperature of 105°F Is assumed. (Thestatement at the end of this section validates the assumption). NOTE: Response to Comment 6 will impactthe response to this comment.

6. Section 8.0(C): The correlation for UN comes from page 21 of the main calc, and.is based on Tech StandardDE-TS.ZZ-3803. This correlation could not be validated. Also, the characteristic length (Lc) is stated as theSFP length in the Tech Standard; the value of 56 ft, which likewise comes from page 21 of the main caoe,also could not be validated.

A separate reference on heat transfer suggests the following correlation for Nusselt Number (Nu), based onthe Rayleigh Number (Re) for this condition (Ra - 4E120): Nu = 0.15 * Ral°, which results in the followingcorrelation for UN: UN = 0.239 * dT . This results In about a 25% higher UN, and an exit temperatureslightly above 1051F.Revise to use the above correlation, or provide Justification for the correlation and characteristic length used.

7. Section 5.0(C): The statement In brackets after Q6 Is calculated is incorrect. Actual, the smallercharacteristic length of the FTP results In a higher Uq, as UN is proportionalto 1/103 . A separate UN for theFTP should be calculated or revise the justification for using the SFP UN. Note that if the correlation fromthe Comment 6 Is used, the characteristic length cancels out.

8. Section 6.0(C): In the paragraph providing the basis for 84=F outside air temperature, revise discussion onTech Spec refueling outage period per Comment 2.

[Note: Ideally, this discussion, along with the density calculation, should be Included in Section 3.0; however,I understand why It was Included here.]

9. Section 6.0(C): In last paragraph, revise I'a sentence of last paragraph to say: "in view of the above, a105°F maximum room temperature for the SFP cooling area during refueling operations can be assumed=.The current statement could Imply the outage IDHM calcs are done based on 105°F; the revised statementallows for flexibility (e.g., the 2R16 IDHM calc Is based on an assumed I10°F room temperature).

Furthermore, revise this sentence to provide the number of supply and exhaust fans running that this Isbased on (see Comment 3).

10. Section 7.0, Page 10: Revise to be based on peak outage outside air temperature of 84"F. Note that sincethere's no basis for the humidity at this temperature, one option Is that you could, conservatively assume thespecific humidity at 84"F to be that for the design basis conditions (95°F db t 78°F wb); or a reasonablerelative humidity can be assumed.

Page 1 of 3

. . .. 4 1,•" " • • • .. I i ' "1"• i > • = •'; :: "JiL .'ý••:j

NC.CC-AP.ZZ-0010(Q)FORM-2


REVIEWICHECKING 2a DESIGN VERIFICATION(SAP Standard Text Key "NRICDV2")


11. Section 8.0: Recommend deleting as per our discussion. Evaporation rate at winter conditions adds novalue wrt the purpose of Attachment 8.

12. If Section 8.0 Is kept in, equation for humidity ratio Is missing the molecular weight of water vapor (18) In thenumerator-i.e., w = (mole frac/1 -mole frac)* (MW /MW,'tr)).

13. Sections 9.0 and 10.0 will need to be revised If evaluation of summer and winter conditions are beingremoved.

14. Section 10.0: The main focus of this revision is the FHB ambient temperature and humidity during refueling,as a basis for the IDHM calcs. A statement needs to be added regarding the peak FHB ambienttemperature and humidity, along with the number of supply and exhaust fans running that this Is based on.

15. Page 19: Unhighlight September peak of 89°F and highlight May peak of 840F. Also revise note on bottomto reflect October to may and 84°F.

Page 2 of 3

NMI'

- ~ V.

NC.CC-AP.ZZ-0010(Q)FORM-2


REVIEW/CHECKING OR DESIGN VERIFICATION(SAP Standard Text Key "NRICDV2")


RESOLUTION

1. Comment Incorporated.

2. Comment Incorporated, footnote revised to reference discussion In section 6.0 (C).

3. Comment Incorporated, new reference added to page 99 for basis of air flow. Page 99 indicates that thecalculation Is based on a single supply fan (IVHE24) at 19,490 fin, with 16,990 cfm supplied to the SFProom, end a 2.1 "F Increase In air temperature due to added fan heat.

4. References have been added.

5. A statement has been added to Indicate that the calculation is based on an assumed 105°F.

6. UN = Natural convection film coefficient for air over horizontal water surface. The formula used In thecalculation Is Eq.47 from the Tech Std. This equation is equivalent to a simplified equation for freeconvection to air at atm press. from a heated surface (horizontal plate) as shown In Table 7-2 of theseventh edition of "Heat Transfer" by J.P. Holman. The value for Lp used In the calculation for SFP surfacelength has been Increased to add the length of the transfer pool.

7. Statement has been deleted because the transfer pool length Is used In the revised Lp term.

B. Discussion has been revised to Include a discussion of refuellngs beyond the typical outage window.

9. Sentence has been revised to address the assumed temperature of 105"F.

10. Assumed humidity Is described In #3 footnote.

11. Comment Incorporated.

12. Not applicable.

13. Sections have been revised.

14. The main focus of this revision Is to add the Increased heat load from the transfer pool (assumed to be at180°F). The conclusion has been revised to state that assumed temperatures can be met at the designconditions.

15. Page 19 Is revised to "line out" the statement that refers to using 839F. No further changes are required,

ACCEPTANCE OF RESOLUTION

Kevin King 9118/07John Wiedemann 9118/07

SUBMITTED BY DATE RESOLVED BY DATE

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