ML19316A448
ML19316A448 | |
Person / Time | |
---|---|
Site: | Oconee |
Issue date: | 06/04/1976 |
From: | DUKE POWER CO. |
To: | |
References | |
NUDOCS 7912110715 | |
Download: ML19316A448 (500) | |
Text
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DUKE POWER COMPANY OCONEE NUCLEAR STATION EVALUATION OF COMPLLL';CE WITH 10 CFR 50 APPE' DIX I AND SUPPORTING INFORMATION JUNE 4, 1976 THE ATTACHED FILES ARE OFFICIAL RECORDS OF THE OFFICE OF REGULATION. IHEY HAVE BEEN CHARGED TO YOU FOR A LIMITED TIME i l
PERIOD ANS MUST BE RETURNED TO THE CENTRAL RECORDS STATION 008. ANY PAGE(S)
REMOVED FOR REPRODUCTION MUST BE RETURNED TO ITS/THEIR OfilGINAL ORDER.
(p~4-7h E
U DEADLINE RETURf4 DATE -
/ /02e/092 2 E /
Q o d 2 n m
?
[ $ 2 6'~ ^
MARY JINKS, CHIEF CENTRAL RECORDS STATION
- 7912110
- x. a
DUKE POWER COMPAh7 OCONEE NUCLEAR STATION EVALUATIIN OF COMPLIANCE WITH 10 CFR 50 APPE'.TIX I ,
AND SUPPORTING INFORMATION JUNE 4, 1976 I
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TABLE OF CONTENTS 1
l DOSE ANALYSIS FOR MAXIMUM EXPOSED INDIVIDUAL RADI0 ACTIVE SOURCE TERM INFORMATION METEOROLOGICAL ANALYSIS HYDROLOGICAL ANALYSIS PATlin'AY SURVEY INFORMATION TOPOGRAPHICAL INFORMAfION EFFLUENT RELEASE DATA METEOROLOGICAL DATA FOR GASECUS RELEASES l
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DOSE ANALYSIS FOR MAXIMUM EXPOSED I'TDIVIDUAL h
OCONEE NUCLEAR STATION DOSE ANALYSIS FOR MAXIMUM EXPOSED INDIVIDUAL Case 1: 1975 release data obtained from the Oconee Semiannual Report fer period ending December 31, 1975 was used as input to the Staff dose codes GASPAR and LADTAP.
Case 2: Waste stream flowrates and activities, waste gas tank fill and holdup times, and decontamination factors as observed at Oconee were used as input to the Staff release codes LEFFOR and 0FFGAS.
These calculated releases were then used as input te the dose codes GASPAR and LADTAP.
Case 3: Suggested values presented in Draft Regulatory Guide 1.BB for waste stream flowrates, activities, decontamination factors, etc. were used as input to the release codes LEFFOR and 0FFGAS. These calculated releases were then used as input to the dose codes GASPAR and LADTAP.
LEFFOR and CFFCAS include the latest staff revisions to the codes. GASPAR and LADTAP use the methods outlined in Regulatory Guide 1.109 to calculate doses. ,
The maximum air dose was found to occur at 1.0 mile SSW of the station.
Maximum skin and total body doses occurred at the residence located 1.5 miles SSW of the station. The maximum exposed Individual is an infant who consumes 3301/yr of milk from a cow grazing at the above mentioned residence, and who lives there year round.
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Oconee Nuclear Station Dose Summary Calculated Doses
- Case 1 Case 2 Case 3 Criterion ---------------mrem /yr- unit -----------------
Liquid Effluents Dose to total body 1.62 4.14 5.94 from all pathways (adul t) (adul t) (adul t)
Dose to any organ 8.2 2.15 8.02 from all pathways (adul t-l iver) (adul t-l iver) (in fant-thyroid)
Gaseous Effluents ,
Gamma dose in air
.094 .029 .023 Beta dose in air .144 .018
.056 Dose to total body .02 .012
.061 Dose to skin .158 .042 .026 Dose to any organ 0.121 2.0 2.0 from all pathways (infant-thyroid) (Infant-thyroid) (infant-thyroid)
- Case 1: 1975 release data, Case 2: calculated release - Otis data, Case 3: calculated release - 1.8B data
Oconee Nucleat Station Usage Values for Maximum Exposed Individual Pathway infant ,Chlid Teen Adult Unli Fruits, Vegetables. -
520. 630. 520. kg/yr
& Grain Milk 330. 330. 400. 310. 1/yr Meat & Poultry -
- 41. 65 110. kg/yr Fish -
6.9 16. 21. kg/yr Drinking Water 510. 510. 510. 730. 1/yr Shoreline
- cireation -
- 14. 67. 12. hr/yr Boating -
29 52. 52. hr/yr Inhalation 1900. 2700. 5100. 7300. m 3 /yr
Oconee Nuclear Station Appendix i Liquid Releasec (Cl/yr - Unit) 1975 Calculated Releases Nuclide Release Operating Parameters 1.BB Assumotions H 3 1.2 (3)* 5.1 (2) 5.1 (2)
Na 24 1.5 (-2) - -
Ar 41 3.8 (-3) - -
Cr 51 2.5 (-2) 3.1 (-4) 3.0 (-3)
Mn 54 5 7 (-2) 1.1 (-3) 1.5 (-3)
Mn 56 1.1 (-5) - -
Fe 55 -
2.8 (-4) 2.6 (-3)
Fe 59 4.0 (-3) 1.7 (-4) 1.6 (-3)
Co 57 1.5 (-4) - -
Co 58 7.4 (-1) 6.7 (-3) 3.0 (-2)
Co 60 1.9 (-1) 9.0 (-3) 1.2 (-2)
Br 83 -
4.2 (-5) 1.1 (-5)
Kr 85m 3.3 (-5) - -
Kr 88 5.1 (-4) - -
Rb 86 -
2.1 (-5) -
sr 89 5.5 (-3) 6.3 (-5) 5.6 (-4)
Sr 90 2.1 (-4) -
1.6 (-5) sr 91 -
2.8 (-5) 1.1 (-4)
Y 91m 7.9 (-3) 1.8 (-5) 6.9 (-5)
Y 91 -
3.3 (-4) 3.2 (-3)
Zr 95 2.0 (-4) 1.4 (-3) 1.5 (-3)
Zr 97 1.2 (-4) - -
Nb 95 2.2 (-3) 2.0 (-3) 2.1 (-3)
Nb 97 2.2 (-4) -
No 99 3.9 (-4) 2.7 (-2) 1.0 (-1)
Tc 99m 1.2 (-3) 2.6 (-2) 9.4 (-2)
Ru 103 -
1.5 (-4) 2.1 (-4)
Ru 106 -
2.4 (-3) 2.4 (-3)
Ag 108m 6.7 (-5) - -
Ag 110m 1.1 (-2) 4.4 (-4) 4.4 (-4)
Cd 115m 9.1 (-4) - -
Cd 115 1.4 (-3) - -
sm 125 3 7 (-3) - -
sb 125 2.4 (-4) - -
Te 127m -
4.4 (-5) 4.5 (-4)
Te 127 -
6.9 (-5) 5.4 (-4)
Te 129m -
2.4 (-4) 2.2 (-3)
Te 129 -
1.5 (-4) 1.4 (-3)
Te 131m -
1.8 (-4) 1.9 (-3) i Te 131 -
3.3 (-5) 3.4 (-4) l Te 132 -
3.4 (-3) 3.2 (-2)
I 130 -
1.2 (-4) 5.8 (-4)
I 131 3.9 (-1) 6.1 (-2) 4.4 (-1) l
- ( ) Denates power of ten Page 1 of 2 b -
1975 calculated Releases Nuclide Release Operating Parameter I.B3 Assumotions i 132 3. 0 (-2 ) 4.1 (-3) 3.4 (-2)
I 133 5.3 (-9) 3.5 (-2) 2.2 (-1) i 134 -
2.0 (-5) -
l 135 1.7 (-4) 6.0 (-3) 1.3 (-2) cs 134 5.5 (-2) 2.0 (-2) 7.0 (-2)
Cs 136 5.6 (-3) 3 0 (-3) 2.4 (-2) cs 137 1.5 (-1) 2.9 (-2) 6.5 (-2)
Xe 131.n 4.6 (-4) - -
Xe 133m 4.9 (-4) - -
Xe 133 9.2 (-1) - - -
Xe 135m 6.2 (-5) - -
Xe 135 1.6 (-2) - -
Ba 137m -
4.7 (-3) 3.8 (-2)
Ba 140 2.3 (-4) 3.5 (-5) 3.3 (-4)
La 140 -
2.8 (-5) 2.8 (-4) ce 141 -
1.1 (-5) 1.1 (-4) ce 144 1.6 (-3) 5.2 (-3) 5.3 (-3)
Np 239 ' 2.2 (-4) 1.5 (-4) 1.3 (-3)
Page 2 of 2 L
Oconee Nuclear Station Appendix ! Airborne Releases
(':i/yr - Unit) 1975 Calculated Releases Nuclide Release Operating Parameter 1.BB Assumptiens H 3 5.5 (2)* 5.1 (2) 5.1 (2)
C 14 8.0 8.0 Cr 51 7.0 (-7) - -
Mn 54 1.1 (-6) 4.5 (-4) 4.5 (-4)
Fe 59 1.4 (-7) 1.5 (-4) 1.5 (-4)
Co 57 1.6 (-8) - -
Co 58 1.4 (-5) 1.5 (-3) 1.5 (-3)
Co 60 3.1 (-4) 6.8 (-4) 6.8 (-4)
Sr 89 4. 7 (-6) 3.3 (-5) 3.3 (-5)
Sr 90 4.0 (-7) 6.0 (-6) 6.0 (-6)
Y 91m 6.0 (-9) - -
No 99 3.1 (-8) - -
Zr 95 6.3 (-8) - -
Nb 95 5.3 (-4) -
Ag 110m 2.1 (-7) - -
Cs 134 5.3 (-7) 4.5 (-4) 4.5 (-4)
Cs 136 1.9 (-7) - -
Cs 137 1.5 (-6) 7.6 (-4) 7.6 (-4)
Ba 139 3.3 (-8) - -
Ba 140 1.8 (-5) -
Ce 144 7.3 (-8) -
l 131m 8.7 (-5) - -
l 131 3.0 (-3) 5.6 (-2) 5.6 (-2) i 133 5.3 (-4) 7.4 (-2) 7. 4 (-2)
Ar 41 4.3 (1) 2.5 (1) 2.5 (1)
Kr 83m -
- 3. 8- 3.8 Kr 85m 2.2 (1) 2.9 (1) 2.9 (1)
- 1 Kr 85 2.3 2.3 (2) 2.3 (2)
Kr 87 1.0 1.0 (1) 1.0 (1)
Kr 88 1.7 (1) 4.9 (1) 4.9 (1)
]
Kr 89 - - -
Xe 131m 1.0 9.6 (1) 3.2 Xe 133m 1.6 (1) 2.1 (1) 2.1 (1)
Xe 133 4.7 (3) 3.8 (3) 1.0 (3)
Xe 135m 7. 0 (- 1 ) - -
Xe 135 3.3 (3) 8.9 (1) 8.9 (1)
Xe 137 - - -
Xe 138 6.0 (-1) 3.1 3.1 l l
i * ( ) Denotes power of ten
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RADI0 ACTIVE SOURCr
- TERM I;,TORMArron
, Pursuant to Appendix D Draft Regulatory Guide 1.BB l
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l Oconee Nuclear Station Responses to Appendix D of Draf t Regulatory Guide 1.BB
- 1) General 3.2.1 + a. Core power is 2568 MWe .
None b. 1) At equilibrium, the entire core will be replaced approximately every three years in yearly refuelings of 56, 60, and 61 assemblies. The uranium and plutonium content prior to insertion and af ter removal of the entire core is listed below.
U Pu Prior to insertion 180916 lbs 0 lbs After removal 173960 1609
- 2) Uranium enrichment of reload fuel depends upon the batch number, for example:
Batch # Assemblies Enrichment 1 56 2.97%
2 60 2.72 3 61 2.72
- 3) There is no fissile plutonium in reload fuel.
- c.
- The data being supplied is, where possible, operating data obtained from Oconee. This Information will be based on operation during 1975 All sections where operating data is used will be noted by an asterisk.
- 1) The station capacity factor is 69 3%.
- 2) Fraction of fuel releasing radioactivity into the primary coolant is 0.03%. The fuel cladding is Zircaloy - 4.
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- 3) Radionuclide concentrations in the primary coolant are presented in Table 1. These values result from reactor coolant samples. There is no detectable primary-secondary leakage, and thus no secondary activities,
- d.
- The tritium release per reactor in 1975 was 1180 ci liquid and l 550 c1 gaseous.
+ Numbers in lef t-hand margin represent applicable FSAR references.
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- 2) Primary System None a. Mass of coolant in primary system, excluding the pressurizer and letdown system, is 367639 lbs.
9.1.2 b. Average primary system letdown rate is 45 spm.
9.1.2 c. There are no cation demineralizers in the primary coolant treatment system.
d.* The average shim bleed is 0.7 gpm.
- 3) Secondary System 4.2.2.2 a. There are two B & W once through steam generators. A carryover factor 4.3.4 of 1.0 for lodine and non-volatlies is assumed.
4.1.1.1 b. Total secondary system steam flow is 1.13 x 10 7 lb/hr.
None c. Each steam generator contains 55,000 lbm of water. It is asser.ed that 50% of this mass is IIquid and 50% is steam.
None d. See part c.
None e. The total mass of coolant in the secondary system is 1.04 x 106 lbm.
f.* No primary to secondary leakage has been observed.
None 9 Oconee has no steam generator blowdown or blowdown purification system. -
10.2.6 h. 58% of the steam generator feedwater is processed through con-densate demineralizers. Due to the lack of data, the assumed DF's are listed below.
Nuclide DF Xe, Kr, H-3 1 Cs, Rb 2 Other nuclides 10 None I.
- 1) Average {lowratethroughthecondensatedemineralizersis 6.6 x 10 lb/hr. !
10.2.6 2) The condensate demineralizers use powdered resin.
None 3) There are five cells. Each cell contains 9222 ft of filtration ,
surface precoated with 10.2 ft3 of powdered resin. '
4)* Oconee replaces condensate demineralizer resins approximately every two days.
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i 10.2.6 5) Ultrasonic resin cleaning is not used.
10.2.6 6) There is no regenerate volume.
- 4) Llauld Waste Processing Systems **
a.* 1) Sources, flowrates, and activities of station waste streams are presented in Table 2.
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- 2) Holdup times associated with collecticn, processing, and discharge of the various waste systems are listed below.
System Holdue time Misc. Liquid Vaste (Units I s 2) 5.25 days interim Vaste Facility (Unit 3) 11.46 Laundry & Hot Shower 1.0
- 3) Capacities of tanks and processing equipment in each syste n are presented in Table 3
- 4) The DF's of each processing step are IIsted below. Data is svallable only for the evaporator in the Miscellaneous Liquid Waste Disposal System. The perforrance of the interim Liquid Waste Disposal System evaporator is assumed to be the same.
Data is the average value during 1974 operations.
Nuclide Feed / Distillate Bottoms / Distillate i 131 11.4 3. 5 (3)+
cs 137 27.2 4.3(4) co 58 24.5 1.1 (5)
- 5) Listed below is the expected discharge fracticn for each pro-cess stream.
Stream Discharge Fraction Misc. Liquid Waste 0.9 Interim Waste Facility 0.9 Laundry & Hot Shower 1.0
- 6) Oconee does not regenerate demineralizer resins.
- 7) Liquid radioactive releases for the station are presented in Table 4.
- b. Applicable diagrams are Oconee drawing numbers:
PO-106A-1 PO-1070-3 l
PO-106A-3 PO-107E P0-106B P0-107F-1 l PO-106C PO-107F-3 I P0-106D PO-107G PO-1078-1 PO-107H
+ ( ) denotes power of 10 .
- The Liquid Waste Processing System is shared b all units. A discussion is I presented in FSAR section 11.1.2.2 and Appendix A of the Oconee Waste (cen't. next page) ;
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4 PO-1078-3 PC-107J PO-107C-1 PC-IC74 PO-107C-3 P0-107M PO-1070-1
- 5) Gaseous Waste Processing System **
a.* 9,130 ft3 of gases are stripped frem the prirary ecolant per year per unit.
- o. Descriptions of the prccess and design paramters of the Gasecus Waste System are found in section 11.1.2.3 of tha Oconee FSAR and Appendix A of the Oconee Waste Management Facility SAR. The size, number, and design pressures are listed in Table 5.
c.* During normal operation, three gas decay tanks are used on a rotating basis, while the four gas decay tanks in the station are held in reserve. When a tank is filled, it is isolated for holdup. The tank contents are released cnly after it has been determined that the release will be within the limits required by the Technical Specifications. Average fill tire is three days, when in use. Minimum holdup tir.e is thirty days.
- d. There are no HEPA filters downstrear of the gas decay tanks.
- c. Oconee does not have a charcoal delay sys tem.
- f. Applicable diagrams are Oconee dra..ing numbers:
PO-108A-1 PO-108B-3 PO-108A-3 PO-108C PO-1088-1
- 6) Ventilation and Exhause Systems 5.3.2 a. To reduce radioactive releases, the following systems are filtered 6.4.2 by prefilters, HEPA filters, and a carbon absorber:
9.8.2 i) Reactor Building Purge Exhaust System II) Mechanical Penetration Room Exhaust System, and lii) Hydrogen Purge System.
The Fuel Pool Room Exhaust is processed by the Reactor Building Purge Exhaust System filter train. However, the system is inter-locked such that the Fuel Pool and Reactor Building Exhaust systems cannot operate simultaneously. All carbon fil ters have a two inch bed depth.
None b. Due to the lack of Oconee operating data, assume an Iodine DF of 10 for charcoal absorbers and a particulate DF of 100 for HEPA filters.
(con't. from previous page) Management Facility SAR.
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c.* Radioactive gaseous releases for the station are presented in Table 6.
- d. Listed telow are the parameters describing the point of release.
None 1) Helght above grade is 199 f t.
None 2) Relative heights and positions with respect to adjacent structures are:
- 1) 137 ft above Aux!!!ary Butiding, o ft. from unit vent, II) 116 ft. above Turbine Building, 40 ft. east of unit vent.and III) 8.25 f t. above Reactor Building, 6 f t. west of unit vent.
9.8.1 3) The estimated effluent and ambient temperatures are IIsted below.
Minimum Maximum Effluent 1000F 1200,- .
Ambient 100F 950F None 4) Release flowrates and velocities are ilsted below.
Flow Condition Units 1 & 2 Unit 3 Maximum 111,000cfm 128,000 cfm 65.5 fps 75.5 fps Normal 111,000 cfm 128,000 cfm 65.5 fps 75.5 fps Accident 1,040 cfm 1,040 cfm 0.6 fps 0.6 fps None 5) The stack is 157 ft. high with a 5'11 3/8" 1.D. The flow orifice is round.
5.1.2.1 e. 1) Approximate containment building free volume is 1.9 x 106 ft,3 None 2) Oconeb does not have an internal recirculation cleanup system.
- 3)
- The maximum and minimum purge rates are 50,000 cfm and 5,000 cfm, respectively. 1975 purge frequencies and average duration .
are:
Unit # of Purges Duration 1 19 14.1 days 2 44 6.1 days 3 12 2.8 days
?) Solid Waste Processing System **
a.* Processed Source Volume (ft3 ) Gross Activity (C l)
Spent resins 340 1071.
g i) Letdown demineralIzers 26% of volume
- 11) Spent Fuel Pool demine ra l izers 7% of volume III) Deboration system demineralizers 67% of volume Evaporator bottoms 36670 1303
- 1) Coolant bleed evapora tor 23% of volume
'l) Misc. liquid waste system evaporator 23% of volume
!!i) Interim waste system evapora tor 54% of volume Thtse values are based on past and anticipated operating methods.
An :sotopic breakdown of the total activ: ties was unobtainable,
- b. Onsite storage provisions are listed below.
Drum storage -
Area Floor Area Holdup Time Location Type (ft 2) (days)
Room 304 Low Level Activity 616 3 Room 207 High Level Activity 96 7 Room (09 Drumming Station 207 I Unit 3 Truck Waste solidification 336 2 Bay Spent Resin Storage -
Tank Capacity (ft 3)
Unit 1-2 spent resin storage tank 450 Unit 3 spent resin storage tank 200 High Activity resin storage tank 380 No data is available on holdup times in the resin storage tanks.
- c. Drawing number PO-107L details the Solid Waste Disposal System.
e TABLE 1 .
Oconee Primary Coolant ConcentrationsI Nucilde Concentration (pCl/cc)
H3 2.1 F 18 7.8 (-2)
- Na 24 2.0 (-2)
Ar 41 8.9 (-2)
Mn 54 4.1 (-3)
Mn 56 1.9 (-2) to 58 7.8 (-3)
Kr 85m I .e (-2)
Kr 87 1.4 (-2)
Kr 88 2.2 (-2) ,
sr 89 3,6 (-5) '
Sr 90 7.3 (-5) i 131 1.2 (-2) i 132 7.5 (-2) i i 133 3 7 (-2)
I 134 1.4 (-1)
I 135 7.5 (-2)
Xe 131m 2.1 (-2)
Xe 133 3.1 (-1)
Xe 133m 4.1 (-3) !
Xe 135 9.4 (-2)
Cs 134 2.0 (-3)
Cs 137 2.1 (-3)
Ba 139 1.5 (-2)
- ( ) Denotes power of 10 1 Concentrations obtained from reactor coolant sample of Unit i October 9, 1975.
TABLE 2 Sources, Flowrates, and Expected Activities of Liquid Waste Streams I A. Miscellaneous Liquid Waste Olsposal System (Units 1 & 2)
Source Flowrate Activity (god) (Fraction of PCA)
Primary system 2200 1.0 Spent fuel pool 360 1.4 (-3)*
Cask Decontamination 360 1.1 (-6)
Component coolant 360 4.1 (-4)
Service water 800 0 Decontamination room 1200 1.1 (-6)
Resin sluicing 320 1.1 (-7)
Total 5600 gpd B. Interim Liquid Waste Disposal System (Unit 3)
Source Flowra te Activity (gpd) (Fraction of PCA)
Primary system 1100 1.0 Spent fuel pool 180 1.1 (-2)
Service water 400 0 Decontamination room 600 1.1 (-5)
Resin slulcing 160 1.1 (-1)
Unit 1 & 2 misc. 3860 2.2 (-2)
Total 6300 gpd C. Laundry and Hot Showers Source Flowrate Activity (gpd) (Fraction of PCA)
Laundry and hot showers 3300 5.0 (-7)
I The liquid was*e processing systems are shared by all units at the station.
- ( ) denotes power of 10
i TABLE 3 Capacities of Tanks and Processing Equipment in Liquid Waste Processing Sistemsi A. Miscellaneous Liquid Waste Disposal System (Unit 1 & 2)
Tanks capacity (gal .)
Misc. waste holdup tank 20250 Evaporator feed tank 3000 Condensate test tank A 3000 Condensate test tank 8 3000 Total 29250 Processing Eculoment Cacacity (gpd)
Evaporator 14400 B. Interim Liquid Waste Disposal System (Unit 3)
Tanks Capacity (gal)
Misc. waste holdup tank 20250 Evaporator feed tank A 17000 Evaporator feed tank B 17000 Condensate monitor tank A 9000 Condensate monitor tank 8 9000 Total 72250 Processing Eaulpment Capacity (gpd)
Evapora tor 21600 C. Laundry and Hot Showers Tanks capacity (gal .)
Holdup tank A 6000 Holdup tank B 6000 Total 12000 Processing Equipment Capacity (gpd)
None I
The IIquid waste processing systems are shared by all units at the station.
TABLE 4 1975 Liquid Radioactive ReleasesI isotope Cl/yr-unit isotope cl/yr-unit Na 24 1.5 (-2)
- Ag 110m 1.1 (-2)
Ar 41 3.8 (-3) Cd 115m 9.1 (-4)
Cr 51 2.5 (-2) cd 115 1.4 (-3)
Hn 54 5.7 (-2) sb 125 2.4 (-4)
Nn 56 1.1 (-5) sn 125 3.7 (-3)
Co 57 1.5 (-4) I 131 3 9 (-1) co 58 7.4 (-1) I 132 3.0 (-2) co 60 1.9 (-1) i 133 5.3 (-9)
Fe 59 4. 0 '(-3) I 135 1.7 (-4)
Kr 85m 3.3 (-5) cs 134 5.5 (-2)
Kr 88 5.1 (-4) cs 136 5.6 (-3) sr 89 5.5 (-3) cs 137 1.5 (-1)
Sr 90 2.1 (-4) Xe 131m 4.6 (-4)
Y 91m 7.9 (-3) Xe 133 9.2 (-1)
Zr 95 2.0 (-4) Xe 133m 4.9 (-4)
Zr 97 1.2 (-4) Xe 135 1.6 (-2)
Nb 95 2.2 (-3) Xe 135m 6.2 (-5)
Nb 97 2.2 (-4) Ba 140 2.3 (-4)
Mo 99 3.9 (-4) ce 144 1.6 (-3)
Tc 99m 1.2 (-3) Np 239 2.2 (-4)
Ag 108m 6.7 (-5) H 3 1.2 (3) i l
s ) denotes power of 10 I
Oconee Nuclear station semiannual Report, period ending December 31, 1975
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TABLE 5 Design Parameters Gas Cecay Tanks' i
A. Miscellaneous Gaseous Waste Disposal System Number 4 Capacity 1100 ft3 each Pressure 100 psig
! B. Interim Gaseous Waste Disposal System i
1 Number 3 Capacity 1052 ft3 each Pressure 100 psig i
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1 The gaseous waste processing systems are shared by all units at the j station.
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p.
(
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- -y -
. , , . .- , . - - , , ,.4- . _ _ , . _ . . , , , , , ...w..
TABLE 6 1975 Gaseous Radioactive ReleasesI isotooe Cl/yr - unit Isotope CI/yr - unit,
, Particulates Halogens Cr 51 7.0 (-7)
- 1 131 3.0 (-3)
Nn 54 1.1 (-6) i 131m 8.7 (-5)
Co 57 1.6 (-8) I 133 5.3 (-4)
Co 58 1.4 (-5)
Co 60 3.1 (-4) Noble gases Fe 59 1.4 (-7)
Sr 89 4.7 (-6) Ar 41 4.3 (1)
Sr 90 4.0 (-7) Kr 85 2.3 Y 91m 6.0 (-9) Kr 85m 2.2 (1)
Mo 99 3.1 (-8) Kr 87 1.0 Zr 95 6.3 (-8) Kr 88 1.7 (1)
Nb 95 5 3 (-4) Xe 131m 1.0 Ag Il0m 2.1 (-7) Xe 133 4.7 (3)
Cs 134 5 3 (-7) Xe 133m 1.6 (1)
Cs 136 1.9 (-7) Xe 135 3.3 (3)
Cs 137 1.5 (-6) Xe 135m 7.0 (-1)
Ba 139 3.3 (-8) Xe 138 6.0 (-1)
Ba 140 1.8 (-5)
Ce 144 7.3 (-8) H 3 5.5 (2)
- ( ) denotes power of 10 I
Oconee Nuclear Station Semlannual Report, period ending December 31, 1975 l
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METEOROLOGICAL ANALYSIS 1
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OCONEE WLLEAR STATION METEOROLOGICAL ANALYSES FOR COMPLI ANCE 1 WITH 10 CFR 50 APPENelX l I. Summary of Contents This section contains the meteorological data and analyses requested by the Nuclear Regulatory Commission for compliance with Appendix l requirements at Oconee Nuclear Station.
Part ll describes the methods and models adopted for estimating atmospheric transport, dispersion, and ground level deposition of gaseous effluents in routine releases from the plant.
In Part lil the Joint frequency of wind direction and sceed by atmospheric stability type is displayed and estimates of X/Q and D/Q are presented.
Part IV contains supplemental information relative to X/Q and ,
D/q es timates.
5 ll. Methodolooy Estimates of atmospheric dispersion of radioactive effluents employ a Gaussian straight-line trajectory nudel.
4 The calculational grid contains 504 receptors. Seventy-two receptors are located at five degree intervals on each of seven radii frcm the Exclusion Area Boundary to a distance of five miles from the nearest reactor vent.
Meteorological data is taken continuously onsite. Wind speed and direction sensors are located atop a 46 meter tower whose base is approxi-mately 20 meters above plant grade. Therefo re, the sensors are very nearly at the effluent release height of 60 meters. Temperature gradient I
is measured on the same tower. Because of inadequate exposure near the ground, no low-level wind sensors are mounted on the tower. Wind directions near the ground are assumed to be represented by the higher
- level wind directions, and low level speeds are assumed to be 80 per-cent of the measured speeds. This wind speed adjustment f actor is the result of a power law reduction or tFe observed winds to account for
- 20 meter trees near the tower base. (See Oconee SER, Units 2 and 3).
The year 1975 was selected as a data base for this study. Joint re-covery of wind speed, direction, and stability data was 86 percent for the pe-lod.
The model calculate hourly relative concentration (X/Q) values at each receptor for each hour of the period. These values are accumulated
, then averaged to obtain the field of annual average X/q values.
Releases from the 60 meter vent stacks are considered partially d
elevated and partially ground level releases. The fraction of the plume material which remains elevated depends on the ratio of exit
- velocity to wind speed at release height. This fraction has been cal-culated from equations 7 and 8 of Regulatory Guide 1.111.
Plume height for elevated releases is calculated from equation 4 of Regulatory Guide 1.111. Stack downwash is determined from equation 5 l of the same reference. Plume rise is computed from the exit velocity (20 m sec-l), stack diameter (1.8 m) and annual mean wind speed at vent I
, height (3 m sec ) according to Sagendorf (Ref.1). The effect of s
i - . . -.
terrain on effective plume height is included according to Egan (Ref. 2).
If all heights are referenced to plan' grade, h, is the effective plume height without terrain correction, and h is the height of the terrain feature: then the corrected plume height is h, - ht /2. An exception noted is that plume height is constrained to remain between h, and h,/2.
The h values represent the highest terrain in the vicinity of the receptor wi thin the 22.5* bector.
The equation employed for each hourly X/q calculations for the ground release portion is
- 2 -
F y
- P 9 " u;(wo o + CA) 2 CA/w)
(,Y -
The equation employed for the elevated portion is 2~
F y (X/Q)e = u2noyzo **P 2} * **P ( 2}
2c 20 _
Fg and F, are the fractions of the plume which' are ground level and elevated respectively, u
j and u2 are the low level and high level average wind speeds respectively (m/sec. ). A minimum value of .447 m/sec is assumed.
CA is the mixing zone for the aerodynamically entrained effluent.
It is one half the cross-sectional area of the adjacent containment structure normal to the wind, that is 1150 m , 2 Yj and Y2 are the lateral distances of the receptor from the wind direction vectors u j and u2 respectively.
H is the plume height considering all corrections as discussed above (m).
o y and oz are the crosswind and vertical plume standard deviations (m) which are functions of atmospheric stability and distance downwind.
i Stability categories are determined by vertical temperature gradient according to Regulatory Guide 1.23 Standard deviation values are con-sistent with D. 8. Turner (Ref. 3).
The factor (noyz o +CA) is a measure of plume spread. This factor is restricted to be no greater than (3ac cyz ) as recommended in Regulatory Guide 1.111.
The (X/q)g and (X/q), values are modi fied to at z.ount for plume depletion by dry deposition. The method employed is as recommended in Regulatory Guide 1.111.
The X/q value at each receptor for each hour is the sum of the I elevated contribution and the ground level contribution. Successive hourly values are calculated to crosswinc distances of + 20 degrees from observed wind directions. Points in the computational grid beyond + 20 l degrees for any one hour are assumed at zero relative concentration for that hour.
Regulatory Guide 1.111 suggests the use of a correction factor to adjust the computed X/q values. The Oconee station is located in a river valley which does induce some channelling and valley drainage wind; therefore, the river valley correction factors of the above re-
, ference are applicable. Although the derivation of these factors is not presented in the Guide, we understand that they are a result of a limited i comparison of a Gaussian straight-line X/Q projection and variable tra-jectory model X/q projection for a hypothetical valley site where all winds are parallel to the valley axis. Also, recirculation of effluent with a time scale of about 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> is the most probable cause of the i
di fferent X/q values. We suggest that a signficant percentage of winds not along the valley axis at Oconee and the relatively short duration of higher activity effluent releases would result in lower correction factors or no correction at the Oconee station. Since we have no evidence at this time to confirm or quantify the above hypotheses, we have applied
, the indicated correction factors for river valley sites, and present the resulting X/q values as conservative estimates.
The diffusion model used for this study differs from the recommenda-tions of Regulatory Guide 1.111. The principal differences from the Guide are as follows:
a) X/q values are calculated at 5* intervals instead of averaged over 22.5* sectors; b) X/q values are accumulated from a chronological record of meteoro-logical data irstead of employing the joint frequency distribution developed from the meteorological data; and c) for the purpose of achieving realistic X/q estimates, a less conservative terrain correction is employed.
l Because the onsite winds are recorded to the nearest 5* direction, the model effectively assumes that the plume centerline impacts some radial line of receptors at each hour. This assumption is slightly more conservative than the sector average approach. The use of a time series of meteorological data would be no different from the use of a well formulated frequency distribution of the same data. Finally, the terrain correction prohibits impaction of the plume centerline onto terrain features, but does simulate the approach of the plume toward hills as they are forced over or around the obstruction.
Values for dry deposition (m" ) are calculated according to Regula-tory Guide 1.111. These D/Q values account for the terrain correction factors considered above. Also they consider the fractional breakdown of elevated and ground level plume contributions to D/Q in the same manner as the X/Q values above. Wind direction, speed, and stability frequencies for these calculations were obtained from a joint frequency distribution of hourly onsite meteorology for the period of ' record.
All X/Q and D/Q values at specific receptors were interpolated from isopleth fields generated using the above mentioned receptor grid.
Input data and other information suf ficient to perform the above calculations are included in this section excepting terrain profiles to five miles. These are contained in other response material in this sub-mittal.
lil. X/Q and D/Q Estimates and Meteorological Data l Table I is a display of the joint frequency of wind direction and speed by atmospheric stability type for both low-level and high-level wind sunmaries. Values of X/Q, adjusted for dry deposition, are shown for selected receptors in Table 2. Relative deposition values, depicted in Table 3, are computed for the same set of receptors. X/q values, which do not allow for renoval processes, are presented in Table 4.
~
I V. Supplementary information to X/Q, D/q Estimates Onsite meteorological measurements have been made for the period January, 1975 - December,1975 for wind direction and speed, horizontal wind direction fluctuation, temperature and vertical temperature gradient.
The relative position of instruments with respect to station yard, noted in the Oconee FSAR Figure 2.2 is WNW at 260m for measurements of wind and temperature. Relative elevations of both surface levels and instrument levels are depicted in the Oconee FSAR, Figure 2.5.
Wind measurements were made with the Packard Bell Model W/S 1018 series wind direction-speed system with starting thresholds of 0.7 and 0.6 miles per hour for direction and speed respectively. Temperature and delta temperature measurements were made with the Leeds and tbrthrup 8100 Series 100 ohm resistance temperature device with Packard Bell Model 327 thermal radiation shields. Wind direction and speed were recorded in an instrument shelter on Esterline Angus Model A 601 C strip chart recorders with a system accuracy of 15.4 degrees for direction and 10.45 miles per hour for speed. Temperature and delta temperature were recorded on the Leeds and Northrup Speedonax W recorder with a system accuracy of 1 1 *F for temperature (at 1.5 m level) and 2 0.5*F for delta temperature (46m level referenced to the 1.5m level).
Delta temperature measurements with the present system are deemed adequate with respect to instrument accuracy on the basis of a compara-tive study of a delta temperature system similar to that at Oconee NPS and one with a specified accuracy of 1 0.18*F. See Cherokee NPS PSAR, Appendix 2F. The Cherokee NPS site is approximately 80 miles east-northeast of the Oconee NPS. With respect to sensor elevations, however, the 1.5m sensor is presently being moved to the 10 m level.
Examination of the Joint frequency of wind direction and speed by atmospheric stability class reveals a preponderance of air flow movement down the Keowee River valley axis at Oconee NFS. This is taken as symp-tomatic of the occurrence of gravity induced flows during stable atmospheric conditions when winds are observed in this direction. In the absence of a straight walled river valley in the vicinity of Oconee NPS (See Oconee FSAR Figure 2.4), interactions of gravity flows on a smaller scale with
-7
i the more general gravity flow down the Keowee River valley are postu-lated for ficws near the surface. An Indication of near surface flow during these conditions cannot be ascertained by a simple measurement of wind direction at the surface.
Considering the above, tower data at Oconee NPS has been analyzed and can be shown representative of long-term diffusion conditions at the site. For the X/q and D/q models employed meteorological and effluent exit conditions as given above result in only about 2% of total radio-activity released at ground level. Some portion of this 2% would occur during synoptic flows, and thus would be adequately represented by tower data. Consequently, annual doses can be repre:ented by X/q and D/q estimates with wind direction inputs from tower data.
For other than gravity flow conditions, air flow trajectories can be assumed to be adequately represented by straight line flow on all time and distance scales to a di stance of five miles. For the relatively undulating terrain surrounding the Oconee NPS, the measurement of wind speed and delta temperature from the meteorological tower is viewed as characteristic of prevailing conditions at the site.
STAR processing of Greenville-Opartanburg Airport data has been accomplished for the period of onsite data, (January, 1975 - December, 1975) in addition to a five year period, (January, 1968 - December, 1972).
See Tables 5 and .6. Comparison of wind direction and speed, and of stability type (Pasquill designation) forms the basis for judging the representativeness of data for the year January, 1975 - December, 1975 wi th regard to long-term condi tions (e.g. five year period). Considera-tion of wind speed by stability type for the two periods shows a lower wind speed in general for the period January, 1975 - December, 1975; the occurrence of calms and winds less than 4 knots are up about four percentage points from 23% for the period January,1968 - December, 1972.
A slight shif t in stability frequencies is noted for the period January, 1975 - December, 1975: Intermediately stable and unstable classes, "E",
"F", and "C" respectively, were decreased while strongly stable and unstable classes, "G" and "A" and "B" were increased. Minor changes in wind direction frequencies are also noted for the period January,1975 -
December, 1975 : prevailing wind sectors north, northeast, south,
l l
southwest and south-southwest are increased at the expense of other sectors.
On balance, the period is taken as reasonably representative of long-term conditions in the vicinity of the site.
_9
1 1
i i
References j l. J. F. Sagendorf, "A Program for Evaluating Atmospheric Dispersion
{ Calculations Considering Spatial and Temporal Meteorological j ,
Variations," NOAA Tech Memo ERL-ARL-44, 1974.
i 1
- 2. B. A. Egan, " Turbulent Diffusion in Complex Terrain," Lectures l on Air Poi tution and Environmental Impact Analyses',' American 1
l Meteorological Society, 1975.
j a
- 3 D. B. Turner, Workbook of Atmospheric Dispersion Estimates, EPA, 1970.
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TABLE 1 OCONEE NUCLEAR STATION JOINT FREQUENCY TABLES ONSITE METEOROLOGY 1975 LOW LEVEL TOWER DATA pages 1 - 7 HIGH LEVdL TOWER DATA pages 8 - 14 l
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TABLE 2 OCONEE NUCLEAR STATION X/Q AT CRITICAL RECEPT 0RS TO 5 HILES* (Depleted By Dry Deposition) Radial distance (-J .) to Receptor With Highest X/Q in Sector and X/Q (sec. m~ ) MiIk Cow HiIk doat Heat Animal Residence Veg. Garden EABM Compass sec. m -3 -3 -3 -3 sec. m -3
-3 Direction mi. mi. sec. m mi. sec. m me. sec. m - ml. sec. m mi.
N - - - - - l 7.8E-8 NNE - - - 4 7.8E-8 4 7.8E-8 1 1.lE-7 NE 3.5 6.3E-8 3 6.2E-8 3 6.2E-8 2 6.7E-8 2 6.7C-8 1 7.0E-8 ENE 4 5.7E-8 1.25 6.5E-8 1.25 6.5E-8 1.25 6.5E-8 1 6.9E-8 E 3 5.3E-8 4.5 4.5E-8 2 6.lE-8 2 6.lE-8 2 6.lE-8 1 4.4E-8 ESE 4.5 4.5E-8 2.5 5.6E-8 2 6.lE-8 2 6.lE-8 1 2.9E-8 SE 3 5.5E-8 2.5 5.5E-8 2.5 5.5E-3 2.5 5.5E-8 2.5 5.5E-8 1 3.3E-8 SSE 2 3.lE-7 2 3.lE-7 2 3.lE-7 1 2.6E-7 5 2 2.5E-7 2 2.5E-7 2 2.5E-7 1 2.6E-7 SSW l.5 3.3E-7 1.9 3.3E-7 1.5 3.3E-7 1.5 3.3E-7 1 3.lE-7 SW l.75 7.5E-8 1.75 7.5E-8 1.75 7.5E-8 1 7.5E-8 WSW 2.5 5.0E-8 2.5 5.0E-8 2.5 5.0E-8 1 5.9E-8 W 4.5 3.3E-8 2.5 4.3E-8 2.5 4.3E-8 2.5 4.3E-8 1 3.lE-8 WNW , 2.75 3.5E-8 2.75 3.5E-8 2.75 3.5E-8 1 2.4E-8 NW 4 2.8E-8 4 2.8E-8 4 2.8E-8 1 3.9E-8 NNW 2.5 7.7E-8 2.5 8.3E-8 2.5 8.3E-8 1 6.6E-8 The notation 2.lE-6 means 2.1 x 10-6 ** Exclusion Arca Boundary .
TABLE 3 OCONEE NUCLEAR STATION D/Q AT CRITICAL RECEPTORS TO 5 MILES
- Radial distance (mi.) to Receptor With Highest D/Q in Sector and D/Q (m" )
Milk ' Cow Milk Goat Heat Animal Residence Veg. Garden EAB** Compass
-2 -2 m-a mi. 4 4 4 Direction m mi. m ml. m me.
m mi. m mi. N I 2.3E-9 NNE 4 4.2E-10 4 4.2E-10 1 3.7E-9 NE 3.5 4.0E-10 3 5.0E-10 3 5.0E-10 2 8.0E-10 2 8.0E-10 1 2.5E-9 ENE 4 1.8E-10 l.25 1.0E-9 1.25 1.0E-9 1.25 1.0E-9 I l.8E-9 E 3 2.7E-10 4.5 1.5E-10 1.25 8.0E-10 1.25 8.0E-10 1.25 8.0E-10 1 1.3E-9 ESE 4.5 1.lE-10 1.S 5.0E-10 l '. 5 5.0E-10 1.5 5.0E 1 1.0E-9 SE 3 1.4E-10 2.5 1.8E-10 2.5 1.8E-10 2.5 1.8E-10 2.5 1.8E-10 1 6.0E-10 SSE 2 1.2E-9 2 1.2E-9 2 1.2E-9 1 2.5E-9 S 2 1.3E-9 2 1.3E-9 2 1.3E-9 1 3.0E-9 SSW l.5 2.4E-9 1.5 2.4E-9 1.5 2.4 E-9 1.5 2.4E-9 1 3.5E-9 SW 3.75 6.0E-10 1.75 6.0E-10 a.75 6.0E-10 1 1.lE-9 WSW 2.5 4.4E-10 2.5 4.4E-10 2.5 4.4E-10 1 1.4E-9 W 4.5 1.5E-10 2.5 3.8E-10 2.5 3.8E-10 2.5 3.8E-10 l 1.0E-9 WNW , 2.75 2.0E-10 2.75 2.0E-10 2.75 2.0E-10 1 7.0E-10 NW 4 9.9E-Il 4 9.9 E-I l 4 9.9E-Il 1 7.0E-10 NNW 2.5 3.7E-10 2.5 3.7E-10 2.5 1.3E-9 I 1.6E-9
" The notation 2.lE-6 means 2.1 x 10-6 e? Exclusion Arca Boundary
TABLE 4 OCONEE NUCLEAR STATION X/Q AT CRITICAL RECEPT 0RS TO 5 MILES * (Non-Depleted) Radial distance (mi.) to Receptor With Highest X/Q in Sector and X/Q (sec. m~ ). Milk ' Cow Milk Goat Heat Animal Residence Veg. Garden EABa* Compass _3 _3 _3 sec. m _3 sec. m _3 sec. m 3 Direction ms. sec. m mi. sec. m mi. sec. m mi. mi. ml. N - - - l 9.0E-8 NNE 4 8.)c-8 4 8.3E-8 I l.lE-7 NE 3.5 6.4E-8 3 6.3E-8 3 6.3E-8 2 6.7E-8 2 6.7E-8 I */ ,0 E-8 ENE 4 5.7E-8 l.25 6.6E-8 1.25 6.6E-8 1.25 6.6E-8 1 6.9 E-8 E 3 5.3E-8 4.5 4.5E-8 2 6.lE-8 2 6.lE-8 2 6.lE-8 I a.4E-8 ES E 4.5 4.7-8 2.5 5.6E-8 2 6.2E-8 2 6.2E-8 1 3.5E-8 SE 3 5.5E-8 2.5 5.5E-8 2.5 5.5E-8 2.5 5.5E-8 2.5 5.5E-8 1 3.3E-8 SSE 2 3.2E-7 2 3.2E-7 2 3.2E-7 1 2.6E-7 5 2 2.5E-7 2 2.5E-7 2 2.5E-7 1 2.7E-7 SSW l.5 3.4E-7 1.5 3.4E-7 1.5 3.4E-7 1.5 3.4 E-7 1 3.4E-7 SW l.75 7.5E-8 1.75 7.5E-8 1.75 7.5E-8 1 7.5E-8 WSW 2.5 5.0E-8 2.5 5.0E-8 2.5 5.0E-8 1 6.3E-8 W 4.5 3.6E-8 2.5 4.3E-8 2.5 4.3E-8 2.5 4.3E-8 1 3.8E-8 WNW , 2.75 3.5E-8 2.75 3.5E-8 1 2.4 E-8 NW 4 3.7E-8 4 3.7E-8 1 3.9 E-8 NNW 2.5 8.3E-8 2.5 8.3E-8 2.5 8.3E-8 I 6.9E-8
' The notation 2.lE-6 means 2.1 x 10-6 ** Exclusion Area Boundary
TABLE 5 0CONEE NUCLEAR STATION JOINT FREQUENCY TABLES GREENVILLE-SPARTANBURG AIRPORT 1975 8 pages e
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ANNUAL RhLAllyE_f}d @ENCY DI5TRIguT10N STATION =03870 GRNVILLE/ SPA SC 8 085 1975-75 _ .__ . _ _ _ . ___ _ _ _ _ SPEED]kTS) DIRECTION O- 3 4 - 6 7 - 10 11 - 16 17 - 21 GREAlER THAN 21 TOTAL N hQ49998 0.070548 0.022945 0.007534 0.001370 0 000000 0 152395
._ N N E__ _ c.025738_ . 0.049650. 0.034932_. c.004_452 _ - 0.000000 Q.000000 0 114779 NE 2.016122 0.032534 0.027055 0.005479 0.000000 0.000000 0 011191 ENE_. !!.000863 . 0.011301._ 0,p.12671_._.. _Q,000665___ 0.000000 -
0 000000 Q.033HO E .,,QLn931 _ _ 0 025142__ Q.007877 0.001027 0.000000 0.000000 0 053177 ESE o.008917 0.009932 0.002397 0.000342 0.000000 0 000000 0 021589 SE ,. 911301 0.010616 0.003us2 0.000000 0.000000 0.000000 0 025000 SSE .010315 0.013350 0.003082 c.000685 0.000000 0 000000 0.027438 S . 026574 n.03618e 0.014364 0.003767 0.000000 0 000000 0 081711 SSW .a.019136 0.022945 0 019178 0 004795 0.000342 0.000342 0 066739 ___ J M_ ._, ".022122 0.041438 0.041438 0.017808 0.002397 0.000000 0 125204 o WSW )
. 012383 0.019178 0.017808 0.009589 0.001712 0.000000 0.060671 W u.019931 0.030479 0.013699 c.003425 0.002055 0.000685 0 070273 WNW . 007657 0.008562 0.001370 0.000342 0.000000 0.000000 0 017931 NW .008017 0.0C9932 0.003082 0.001712 0.000000 , 0.000000 0.023643 NNW p . 012 2 0 'i 0,015411 0.010959 0.005822 0.000342 0.000000 0 044739 TOTAL a.279109 0.408219 0.235959 0.067466 0.008219 0.001027 TOTAL RELATIVf FREQUENCY OF URSFRVATIONS = 1.000001 TOIAL .RELAUyt_EREQLJf NCY OF_.C ALMS DISTRIBUTED ABOVE = 0.150343 ih gewe W __' - -*.w- w e w- - em eme m . - n e w, - _ -e<gi *-* P. * . -e e .e.e.- m-4e_h4.ugP..e.w,pg M wo.e ..em_, e 4 %. _,p ,wg ,, _ . . _ . . . - ._ % . , ,en ..m_..w, , _w ,,. . _em . m-_.w-
TABLE 6 OCONEE NUCLEAR STATION JOINT FREQUENCY TABLES GREENVILLE-SPARTANBURG AIRPORT 1 % 8 - 1972 8 pages l 1 l
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==
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O O= O W w 4 E ees G ea- E e O Y w ** O O O O O O O O O C O O O O O O O > >
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O O O O O O O O O O O O e :er w e o e O. e e e e e o e e e e e o og O a O O O O O O O O O O O O O O O O O > e en 4 0 4 W 4 3 O 4 e 4 O <4 em e e ** ** e N e P= est p tb e 0 e P 4 6 @ F C P* *= == e= 4 N 4 m O N C e= e N en N e N N N 4 4 4 en G m se N M g 4 O O O O O O O O O O O O O O O O P= ens > O O O O O O O O O O O O O O O O O u en C O O O O O O O O O O O O 2 ed e e. C. O. O. e e o e e e e e e e e e O. w O O O O O O O O O O O C O O O O O O a I at 3 en E u a d u 4 4 O u 3 @ > 2 4 e ** O N * == N 4 P= en 'N en == ER P= == w & 7 8 e e e m o ** M e P= P* 4 9 m e **
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6 w ene a u O ee P= su o m 2 O at O O O O O O O O O O O O O O O O O e Z O O O O O O O O O O O O O O C O O
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$ ab M Pt 4 P= 4 P* 4 =e 886 e e N O en 4 O P= 4 e e N W% m M P O m O e art et est e ,e e est O se e N O e art 4 9 Em P= J N *e e* 4 m N N N e 4 =* O tF4 #8% m 8st ab at *e e* ee O O O O O O O *e *e O O O O .a > a e e e e o e e e o e e e e o e .4 O O O O O O O O O O O O O O O O O *e >
2 ano w e O O **
> #e G
8R 2 O 4 O O O O O O O O O e se e se O O O 4 8 2 O O O O O O O O O e e e e
> O O O P=
0 O O O O O O O O O O O O O O O N 2 O O O O O O O O O O O O O O O O O Ct E O O O O O O O O O O O O O O O O O
** tu O O O O O O > O O O O O O O O O O O > e e e e e o e o e e e o e e e e e 48 af O O O O O O O O O O O O O O O O O > w M N O =e O e N d'* O O O O O P= P* P* N P* e =* e N & c N m o O O O O M & O 4 m o se me G O ao ce O O O O O ** 884 886 ** O 4 @
0 0 O O O O O O O O O N .ett e O O O O e o O O O O O O O O O O O O O O O O 2 F* O O O O O O O O O O O O O O O O O O se e e o e e e e o e e e o e o e o e
** O O O O > O O O O O O O O O O O O O 3
m We .e O 4 O es =* m ** N. O P* 4 =e e W4 P* P* e e= O O O set P. O M 41 4 4 art e 4 WS 4 m O O O 8 O M O ** m N me f** P= N m P- wt O N -e e == 0 P= m 4 ** O O O N 4 e e Wt N 4 wt b N
> == == -e O -e O O O O O O O e u en =e O O O O O O -* ** O O O O m O O O O O O O O O O O 2 e e e o e e o e e * *
- e e e e e O. -=
w af C O O O O O O O O O O 3 O O O O O O e U Q- O W ena E W e tt ek O M O O ans end me e se O P* e e erg O > 4 4 4 4 @ P* N =e N N O O
> 4 m O D e P* 4 set e O e N P= m P' m N O e ** ** O m e m 9 er% 8t me art me e M e @ e 4 e O 4
- h ert #86 O P'* e 4 N N *e fut & N N 4 P* @ St
- et P= N m 4 =* O O O O ** ao m m se O O O e O a O O O O O O O O O O O O O O '="*
nad e e e e e o e e
- O O N see
- e e o e * * * >
a O O O O O O O O O O O O O O O O O e 3 e en se Z g O >* e e= en e k eft
> ee W4 E
art art 9 P* 4 e N Pm e O N e est at O
$ P= P= 4 4 eP P- 4 C e e 4 P f* *D ** ** >
me en N e e O 4 N O e O N O 886 en fut O W tA 4 4 e* dP et F* N O D e e 886 4 e e m m set esa g art ert out =* ee se == O N e fut 884 N ** ** se 9 te s O O O O O O O O O O O O O O O O fut e as e e o e e e e e o e e o O O O O O O O e e e e e O u O O O O O O O O O O E IL O O es e 3 #86 u u 2 e O 2 2
=e -e N == 4 =* 4 m e e N O est .= 4 w w F $ N 4 es art 4 est O ett art (P N O m P= P= ort 4 3 3 es P- es e e ** N O 4 4 ** O 4 O art P= 4 -e O O O 4 m e e == 0 O e e ** e en 4 -e e tas u m N -s O == == =e O == ==e ** =* ae =* .O .Oe est a g C O O O C C O O O O O O O C O O N ab es e o e e o e e e e e o e o e e o e O O O O O O O O O O O O O O O O O tan ena ee me > W g *G *E e .A O tea saa ee 2 eas ses ans tes ans nas eas est 2 2 2 3 2 2 2 s a 3- 2 2 Z en en em tA em en 2 2 2 u Z tad es# an en 2 2 2 .4 J .4 .ap g 44 48 *S >= >= k ee
! O O O O F #* > l I ,/ l [ l . p ea
4 HYOROLOGICAL ANALysg5 e l l
OCONEE NUCLEAR STATION HYOR0 LOGICAL ANALYSIS FOR COMPLI ANCE WITH 10 CFR 50 APPENDlX l Dispersion of liquid radioactive releases from Oconee Nuclear Station have been evaluated in both near and far field. Separate techniques were employed to evaluate initial dilution in the first 1000 feet downstreen and far fleid dilution at the Clemson Municipal intake which is located in *.ne upper reaches of Lake Hartwell approximately 11.7 miles downstream from Oconee's liquid rad-waste releases. Methodology and dilution results are discussed. Initial Dilution Model Near field concentrations of liquid radioactive waste releases were calculated with the analytical model described in Ref. 1. This model treats a surface discharge into a flowing, bounded ambient. Results for several discharge and river flow conditions are shown in Figure 1, where all results are contained in the band shown. In addition, measured (quarterly average) values (Ref. 2,3) of rad-waste concentration are also shown. Although computations were terminated at approximately 700 feet (due to limitations of the numerical integration scheme at very low con-centrations), the measured values at 2800 ft. appear to be a straight-line extrapolation of the analytical model, thus providing a measure of field validation. Roughly speaking, the initial concentration is reduced to 1/2 in the first 10 feet, to 1/10 at 75 ft. and to 1/100 at 200 ft. At 1000 ft. downs t ream, the discharge concentration is approximately 1/1000 of its initial value, and at 3000 ft., to less than 1/10,000.
I I Far Field Model Dilution estimates at the Clemson Municipal Water intake of the low level IIquid radioactive releases from Oconee Nuclear Station employed the classical solution to the steady-state convective diffusion equation (Ref.
- 4) as presented in Equation (7) of Regulatory Guide 1.EE (Ref. 5). Deve-
; lopment of this solution with assumptions and parameter definitions are l also presented in References 4 and 5.
Physical input data such as river widths, depths and hydraulic radius were obtained from previous backwater calculations that were made based on actual field surveys of river cross sections in connection with Keowee Hydro Development. Diffusion coefficients were calculated from values obtained from Table 8 of U.S. Geological Survey Paper 433-B (Ref. 6), based on the remarks which best described the reach of river between Oconee and j Clemson water intake. I Results from this model Indicate corplete mixing of the liquid rad-I waste releases at the Clemson water intake. Maximum ( = 20,000 cfs), minimum ( c: 67 cfs) and average ( c: 1280 cfs) flow conditions between the Oconee release point and the Clemson water intake for Lake Hartwell at maximum drawdown (625.0 ft. msl) and full pond (654 0ft mst) were included in this evaluation. Thus, complete mixing with the river flow of a unit 3 of conentrated liquid rad waste from Oconee was assumed in com-puting dilution factors at the Clemson water intake. Figure 2 shows the band of dilution f actors at the Clemson intake in which all the results for the various flow conditions are contained. i i Travel times to the Cle'mson water intake were calculated based on the average river velocity for a given flow condition. For the annual average flow of 1280 cfs the travel time is respectively 47.9 hours with Lake Hartweil at full pond. i 't , ) f
~. .-- -. . _ _ . - - - - _ _ - _ .-. --.
4 REFERENCES j 1) Sill, B. L., and J. A. Schetz, " Studies of a Heated, Turbulent Jet
! In a Shallow, Bounded Waterway", VPI - AERO - 005, Virginia Polytechnic Institute and State University, Blacksburg, Virginia, October,1973,
- 2) Duke Power Company, Oconee Nuclear Station Semiannual Report, Period ending June 30, 1975 l 3) Duke Power Company, Oconee Nuclear Station Semiannual Report, Period ending December 31, 1975.
4 i
- 4) Yotsukura, N., and E. D. Cobb, " Transverse Diffusion of Solutes in Natural Streams", United States Geological Survey Professional Paper 582-C, 1972.
- 5) National Regulatory Commission Working Paper, " Methods for Estimating Dispersion of Liquid Effluents from Routine Reactor Releases for l the Purpose of implementing Appendix I", Regulatory Guide 1.EE.
- 6) Glover, R. E., " Dispersion of Dissolved or Suspended Materials in 1 Flowing Streams", United States Geological Survey Professional Paper
- 433-B, 1964.
i i
NEAR FIELD RADIOACTIVE t'ASTE DILUTION FACTORS IN THE PLUME OCONEE NUCLEAR STATION 10
~
10 10
-2 ( \ \ .
C/C \
% \ \ \ \ \ ~3 \
10 s i i ! l
\ g \ \ \> \ \ \ \ \ \ \ \
_q g A 10-12/75 T
\ \ \ g4-6/75 7-9/75 \ gA 1-3/75 .
l
\ \
10
-5 0 2 3 10 10' 10 10 10 DOWNSTREAM DISTANCE (FT)
FIGURd 1.
FAR FIELD DILUTION FACTORS AT CLEMSON MUNICIPAL INTAKE OCONEE NUCLEAR STATION
~3 10 ~~ ~~~~'~~
Low Flow %
~
10
~ ~ ~ ~ ~ _ , ~~~~~,, ~5 ~- ~ ~ Average gjog 10 -
C/C;
~0 10 9h Flow 10 -7 250 500 750 1000 1250 RAD-VASTE RELEASE (Gpy)
FIGURE 2.
l OCONEE NTICLEAR STATION Cardinal Distance (in Miles) To The Nearest Compass Milk Milk Meat Vegetable Direction Site Cow Goat Animal Residence Garde'n >500 ft.2 , Boundary l N - 1 NNE -- 4 4 1-NE 3.5 3 3 2 2 1 ENE 4 1.25 1.25 1.25 1 E =3 4.5 1.5 1.25 1.25 1 ESE 4.5 1.5 1.5 1.5 1 SE 3 3 3 2.75 3 1 SSE 2 2 2 1 S 2 2 2 1 SSW 1.5 1.5 1.5 1.5 1 SW 1.75 1.75 1.75 1 WSW 2.5 2.5 2.5 1 W 4.5 2.5 2.5 2.5 1 WNW 2.75 2.75 2.75 1 NW 4 4 4 1 l NNW 4 2.5 2.5 1
l OCONEE NUCLEAR STATION Number of Locations for and Distance (In Miles) To Cardinal Compass Miik Milk Meat Vegetable Direction Cow Goat Anina! Residence Garden > 500 ft.2 N NNE NE I @ 3.5 i e3 ie3 4e2 2e2 12 @ 3 3@3 ENE l e 1.25 i e 1.25 i @ 1.25
~
l@2 3@2 1@2 4@3 2@3 E 193 i e 1.25 I e 1.25 i e 1.25 i@2 2 @ 1.5 1 @ 1.5 2 @ 2.5 4 @ 2. 2@2 8@3 3 @ 2.5 2 @ 2.5 26 @ 3 20 @ 3 ESE 1 @ 1.5 2 9 1.5 1 @ 1.5 7 @ 2.5 1 @ 1.75 1 @ 1.75 3@2 1@2 14 @ 2.5 7 @ 2.5 4@3 2@3 SE I@3 1 @ 2.5 6 @ 2.5 25 e 2.5 8 @ 2.5 1@3 2@3 1 @ 2.75 3@3 633 SSE Is2 Is2 1e2 5 1e2 8s2 132 SSW I @ 1.5 1 @ 1.5 2 @ 1.5 2 @ 1.5 4 s 1.75 3 @ 1.75 SW I @ 1.75 3 @ 1.75 2 @ 1.75 WSW I @ 2.5 10 @ 2.5 6 @ 2.5 W I @ 2.5 15 @ 2.5 2@25 WNW 9 @ 2.75 7 @ 2.75 NW NNW l @ 2.5 7 9 2.5 2 9 2.5 l
PATHWAY SURVEY INFORMATION Based on Centerline of Unit 2 Reactor Building 4
OCONEE NUCLEAR STATION Number of Locations for and Distance (in Miles) To Cardinal Compass Milk Milk Meat - Vegetable Olrection Cow Goat Anima! Residence Garden > 500 ft.2 N NNE NE 1 @ 3.5 1e3 1@3 4@2 2 'e 2 1 g 12 @ 3 3@3 l ENE I@ 1.25 1@ 1.25 i@ 1.'25 1@2 3@2 1@2 4@3 2@3 E I@3 I@ 1.25 1@ 1.25 1 @ 1.25 1@2 2 @ 1.5 1 @ 1.5 2 @ 2.5 4@2 2@2 8@3 3 @ 2.5 2 @ 2.5 26 @ 3 20 @ 3 ESE 1 @ 1.5 2@ 1.5 1 @ 1.5 7 @ 2.5 1 @ 1.75 1 @ 1.75 3@2 1@2 14 @ 2.5 7 @ 2.5 4@3 2@3 SE 1@3 1 @ 2.5 6 @ 2.5 25 @ 2.5 1@3 2@3 8@25 1 @ 2.75 3e3 1 693 f SSE I62 1G2 1@2 S I@2 8e2 1@2 SSW l @ 1.5 i @ 1.5 2 @ 1.5 2@15 4G 1.75 3 @ 1.75 SW l 9 1.75 3 @ 1.75 2 @ 1.75 WSW I @ 2.5 10 @ 2.5 6 @ 2.5 W I @ 2.5 15 @ 2.5 2 @ 2.5 WNW ' 9 @ 2.75 7 @ 2.75 NW NNW I @ 2.5 7 @ 2.5 2 @ 2.5 l I l
a _ _ s - A -. ~ u-TOPOGRAPHICAL INFORMATION l J l 4
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r - - - 1r v+ -</ t l g ENEJ(CIpR O I 2 3 4 5 6 7 8 9 10 MILES FROM STATION CENTER ,
" MAXIMUM TOP 0 GRAPHIC ELEVATION VERSUS DISTANCE OCONEE NUCLEAR STATION
~ ~~ 'f .(
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f _l 0 1 2 3 4 5 6 7 8 9 10 MILES FROM STATION CENTER s.
" MAXIMUM TOP 0 GRAPHIC ELEVATION lVERSUS DISTANCE" OCONEE NUCLEAR STATION
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K SElCTON . O I 2 3 4 5 6 7 8 9 10 MILES FROM STATION CENTER
- t. s
" MAXIMUM TOPOGRAPHIC ELEVATION VERSUS DISTANCE" OCONEE NUCLEAR STATION
I : f' '{ f.
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6 1 2 3 4 5 , 6 7 8 9 10 MILES FROM STATION CENTER "MAXIHUM TOP 0 GRAPHIC ELEVATION VERSUS DISTANCE OCONEE NUCLEAR STATION
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800 700 -- - [-
, l SNL$flCTOR' i- 1 O I 2 3 4 5 6 7 8 9 0 MILES FROM STATION CENTER " MAXIMUM TOP 0 GRAPHIC ELEVATION VERSUS DISTANCE h OCONEE NUCLEAR STA
l
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OCONFE Nt'CIEAR SIATION MCOE OF OPERATION IN FfRCENT TIME PFR N ETF - BT L'%If Year M UNIT MODE OF OPERATION JANUART FEBRLADY MARCH APRIL MAT 31rNE JtiT A1CL'ST S EPTEMBER .k'TOBER NOVEMRtR DECE MBI R 1 A. kEFUELING SHL"!DOWN 42 - - - - - - - - - - -
- 3. MAINTENANCE SHUTDOWN 58 86 32 - - -
21 29 - - - 10 C. POWER OPERATION 3 0 - 14 16 - - - - - - - - - 40 - - 16 - - - - -- - - - - 75 - - 16 - - - 3 - - - 3 16 90 - - 20 6 - - - - - - - - 100 - - - % IM 100 76 71 100 100 97 74
!! A. REFUELING SHLTDOWN - - - - - - - - - - - -
B. MAINTENANCE SHUTDOWN 48 100 20 13 21 7 26 19 57 23 la - C. PuWER OPERATION 10 - - - - - - 7 - - - - - 75 - - - 17 6 10 - 13 - 6 - - 100 52 - 80 70 71 83 67 68 43 71 +0 100 III A. REFULLING SHUTDOWN _ _ _ _ _ _ _ _ _ _ _ _ B. MAINTENANCE SHUTDOWN 26 21 - 67 52 40 6 10 63 48 3 3 C. POWER opt. RATION I O 13 - - - - - - - - - - - 40 23 - - - - ---- - - - - - - 75 - 65 300 23 - 13 ,- 6 27 - 10 - g$ - - - - - - - - -
$2 33 -
100 38 14 -- 10 48 47 94 84 10 - 74 97 SLHMART MODE OF opt. RATION FOR 3 UNITS - PERCENT Vf RSUS MODE BY WWTH UNITS A. REFUELING SHUTDOWN 14 - - - - - - - - - - 1.11.111
- 5. MAINTENANCE Spli!OWN 44 69 17 27 25 16 18 19 40 24 4.3 4.3 C.gg)NR OPERATION 10 4 5 5.5 - - -
2 - - - - - 40 8 - 5.5 - - - - - - - - - 75 - 22 39 13 2 8 1 6 9 2 4.3 5.3 90 - - 7 2 -- - - - - - - 95 - - - - - - - - - 17 4.3 - 4 100 30 4 26 58 73 76 79 75 51 57 87 90.3 42 31 83 73 75 84 82 81 60 76 95.6 95.6 C.(2)SLMMATION OF POWER OPERATION Z
METEOROLOGICAL DATA FOR GASEOUS RELEASES l
OCONEE NUCLEAR STATION METEOROLOGICAL DATA FOR GASEOUS RELEASES The information presented in this section (182 pages) consists of hourly meteorological data for all periods during calendar year 1975 that gaseous radioactive effluent releases were made. Such releases were via the Unit 1 and 2 vent and/or the Unit 3 vent. Notes appilcable to the following are: WIND DIRECTION is measured at 150 ft. above ground level. RANGE is measured at 150 f t. above ground level . MEANDER is measured at 150 ft. above ground level. SPEED is measured at 150 ft. above ground level. DELTA TEMPERATURE - TEMPERATURE INVERSION is measured between 5 ft. and 150 ft. above ground level. PRECIPITATION is measured at the surface. SURFACE TEMPERATURE is measured at 5 ft. above ground level. 4
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