ML20153F788
| ML20153F788 | |
| Person / Time | |
|---|---|
| Site: | Catawba  |
| Issue date: | 04/30/1988 |
| From: | DUKE POWER CO. |
| To: | |
| Shared Package | |
| ML20153F725 | List: |
| References | |
| NUDOCS 8805110048 | |
| Download: ML20153F788 (152) | |
Text
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~l COOLING TOWER EFFECTS f ON AREA FOG EVENTS i CATAWBA NUCLEAR STATION i CLOVER, SOUTH CAROLINA 1
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l L APRIL 1988 l DUKE POWER COMPANY 1
i 8805110048 880429 13 i DR ADOCK 050 t-
COOLING TOWER EFFECTS ON AREA F0G EVENTS CATAWBA NUCLEAR STATION CLOVER, SOUTH CAROLINA
( APRIL 1988 DUKE POWER COMPANY I
b TABLE OF CONTENTS
.a Section Pm -
- 1. 0 INTRODUCTION 1 1.1 FOG STUDY SCOPE 1
- 1. 2 DESCRIPTION OF COOLING TOWER OPERATION 2
- 1. 3 COOLING TOWER PLUME EFFECTS ON THE ATMOSPHERE 3
- 1. 4 STUDY DESCRIPTION 3 2.0 PLUME OBSERVATIONS 22 2.1 OBSERVATIONS OF COOLING TOWER PLUME 22 2.2 STEAM FOG EPISODES OBSERVED BY METEOROLOGISTS 23
- 3. 0 VISUALOBSED.VATIONPROGR6d 36 3.1
SUMMARY
OF REDUCED DATA 36 3.2 COMPARISON WITH OTHER VISIBILITY DATA 36 4.0 VISI0 METER MONITORING._ PROGRAM 40 4.1
SUMMARY
OF REDUCED DATA 40 4.2 COMPARISON WITH AREA VISIBILITY CLIMATOLOGY 41 4.3 STATISTICAL SIGNIFICANCE TEST 42 j 4.4 ANALYSIS OF WATER TEMPERATURE DATA FOR STEAM FOG 45 5.0 PLUME MODELING - SACTI 58
5.1 DESCRIPTION
OF THE MODEL 58 I
5.2 FOG, 00WNWASH AND RIME ICING PREDICTIONS 59
- 5. 3 CORRELATION OF SACTI RESULTS WITH OTHER OBSERVATIONS, 59 6.0 CD E d il M S 61 7.0 REEEEEEES 63 APPENDIX - SACTI MODEL OUTPUT i i
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LIST OF TABLES s
Table No. Title M 3-1 Visibility Comparisons, All Observation Methods 38 4-1 Contingency Tables 48 4-2 Summary of 2 x 2 Contingency Tables 49 4-3 Predicted Maximum Thermal Plume Extent under 50 Average and Worst-Case Conditions ii
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LIST OF FIGURES Figure No. Title Page 1-1 Plant Location 7 1-2 Site Map 8 1-3 Fog Observation Form, Pre-Operational, Wylie Hydro 9 1-4 Fog Observation Guide, Pre-Operational, Wylie Hydro 10 1-5 Fog Observation Form, Pre-Operational, Highway Bridge 11 1-6 Fog Observation Guide, Pre-Operational, Highway Bridge 12 1-7 Fog Observation Form, Operational, Wylie Hydro 13 1-8 Fog Observation Guide, Operational, Wylie Hydro 14 1-9 Fog Observation Form, Operational, Highway Bridge 15 1-10 Fog Observation Guide, Operational, Highway Bridge 16 1-11 Cooling Tower Plume Questionnaire 17,18,19 1-12 Catawba Fog Study, Pre-Operational Phase Time Line 20 1-13 Catawba Fog Study, Operational Phase Time Line 21 2-1 Results of Cooling Tower Plume Questionnaire 29,30 2-2 Steam Fog Observation Points 31 2-3 Fogging Event Photographs 32,33,34,35 3-1 Average Monthly Observations of Fog 39 4-1 10th Percentile Visibility by Month, Vistometers 51 1 and 2 4-2 10th Percentile Visibility by Hour, Visiometers 52 1 and 2 4-3 10th Percentile Visibility by Month and Hour, 53 Charlotte NWS iii
r_--____-______. . _ _ _ .
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LIST OF FIGURES (Cont'd) !
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Figure No. Title , Pag a
4-4 10th Percentile Visibility by Month, Pre-operational 54 and Operational 4 10th Percentile Visibility by Hour', Pre-Operational 55 and Operational 4-6 Average Monthly Surface Water Temperatures, Pre- 56.
Operational and Operational 4-7 Average Monthly Surface Water Temperatures, Site 1 57 and Site 2 i
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1.0 1HIROMCIUON 1.1 FOG STUDY SCOPE The Catawba Fog Study is a requirement of the Catawba Nuclear Station Environmental Protection Plan (EPP) which is part of Appendix B of the Technical Specifications. Section 4.2.3 of the EPP describes the scope of the fog study which reads:
Monitoring of fog at selected locations shall be conducted for the period beginning with the startup and continued operation of Unit 1 and concluding one year after startup and continued operation of Unit 2. Visiometer and surface water temperature treasurements shall be conducted at the following two locations: Location 1, about 800m north of the cooling towers; and Location 2, about 250m south of the cooling towers. These locations should coincide with the locations for visiometer measurements during the preoperational fog monitoring program conducted during the period August 10, 1977-August 9, 1979. In addition to the visiometer measurements at the locations described above, daily fog observations shall be conducted by security or other trained personnel near visiometer location 2 and by trained personnel at the Wylie Hydro Station (located about 5 km east-southeast of the nuclear power station) as during the preoperational monitoring program., Using the criteria developed for the preoperational monitoring program, when atmospheric conditions are conducive to the formation of steam fog, meteorologists or other trained personnel shall conduct qualitative observations of the horizontal and vertical extent of the fog, as well as transport of the fog off the lake. A monitoring program consisting of visiometer measurements or qualitative observations shall be conducted at the residential community located about 1.6 km east of the nuclear power station on the eastern shore of Lake Wylie and at the municipal airport located about 8 km south of the nuclear power station and about 3 km south of Lake Wylie. At the conclusion of the monitoring period (one year after the startup and continued operation of Unit 2), a report shall.be submitted as part of the Annual Environmental Operating Report (discussed in Section 5.4.1 of this EPP) containing the following information:
a complete description of the operational fog monitoring program, noting similarities and differences between this program and the preoperational program; quantitative and qualitative monitoring results; interpretive analyses of the frequency and intensity of ground fog induced by plant operation, particularly at the nearby residential community and municipal airport described above, using comparisons of the results of the preoperational and operational monitoring programs; and l
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a discussion of the need for continued monitoring and/or mitigating actions to lessen the atmospheric impact of plant operation.
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1.2 DESCRIPTION
OF COOLING TOWER OPERATION The cooling water that collects heat from the condensers at the Catawba Nuclear Station is circulated through six circular, mechanical draft cooling towers and '
then recirculated back to the condensers. A small percentage of water (tower '
blowdown and low pressure service water) is discharged back into Lake Wylie.
The towers are arranged on-site as shown in Figure 1-2. i i
Each tower is 92 feet tall, 272 feet in diameter and has 13 fans. The fans are t
- each 28 feet in diameter and rotate at a speed of 154 rpm. When all six towers '
, are operating, a total of 1,38 million gallons of water per minute are flowing ,
i through the system. Water enters the towers at a maximum temperature of 112*F
- i and is recirculated at 88'F. All 78 fans can produce enough draft to move 1.3 million pounds of air per minute. Air exits each operating fan port saturated i with moisture. Up to 27,700 gallons per minute of water is evaporated and j released through the fan ports at maximum operating capacity. Water is con- !
stantly drawn into the system from Lake Wylie to replace the water lost through -
l
! evaporation. The entire system is capable of handling a total heat load of !
j 15.8 Billion 8tus per hour, i
! Ouring the winter months when ambient air temperatures are sufficiently cold, the operation of all the towers may not be required to return the cooling water i to proper temperature. Therefore, air and water temperatures are monitored ;
i constantly and one or more towers may be removed from service for a period of r 1
time. I I
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Each reactor at Catawba will operate for about one year before it must be refueled. The refueling process lasts about two months. The operating and refueling cycles of each reactor are coordinated such that the two units are not down simultaneously. Therefore, one reactor is operating while the other is being refueled. During several months of each year, one of the two units will be down which means that three of the cooling towers will not be operating during that time period. Towers not operating are completely drained to facilitate regular maintenance procedures.
- 1. 3 COOLING TOWER PLUME EFFECTS ON THE ATMOSPHERE The study is designed to address the frequency and intensity of ground-level fog / icing associated with plant operation from the standpoints of: increased surface water temperatures from plant discharges; increased atmospheric mois-ture from vapor due to cooling tower plume downwash, plume dispersion, or drift evaporation; and increased fog condensation nuclei from cooling tower drift.
Increased lake surface water temperatures exacerbate the occurrence of steam fog. Increased atmospheric moisture and/or condensation nuclei worsen the occurrence of radiation and frontal fog. Increased heat loading of the immediate area can lessen the occurrence of radiation and frontal fog.
1.4 STUDY DESCRIPTION The fog study is divided into a pre-operational phase and an operational phase.
The pre-operational phase consists of two years of visibility observations and visiometer data gathered from August 1977 through August 1979. Visibility and surface water temperature readings were taken at two locations (Figure 1-2).
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i Site 1 is near the water intake area, about 800 meters north of the cooling l
towers. Site 2, about 500 meters south of the cooling towers, is near the low pressure service water discharge area of the plant. Visibility was con- ,
l tinuously measured at each location using an MRI Fog Visometer Model 1580A. !
This instrument measures visibility within the range of 50 feet to 6 miles with a minimum accuracy of 115% in light scattering coefficient in normal atmospher-ic haze, fog and precipitation.
i 1 Surface water temperatures on Lake Wylie were continuously monitored near each visiometer using a thermistor at a depth of 5 to 8 cm shaded under a buoy. )
Temperature readings have an accuracy of 10.5 degrees Celsius. Both visiometer f data and surface water temperatures were averaged over one-hour intervals.
l Averaged measurements for the 30 minutes before and after each hour were logged i
on the hour.
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l To supplement these instruments, daily morning fog observations (between 6:00 ;
l and 7:30 a.m.) were taken during the same two year pre-operational period.
Security personnel at the nuclear station made visual observations to compare 1
- fog conditions near the south side (Site 2) visiometer to prevailing conditions l t
I on adjacent land and water. Personnel at the Wylie Hydro Station (located (
about 6 kilometers east-southeast of Catawba, downriver) made similar visibili-
! i ty observations over the lake and land areas visible from the dam. Sample !
copies of the fog observation forms filled out by Wylie Hydro and Catawba ;
- 1 i
security personnel are shown in Figures 1-3 and 1-5, respectively. The corre-t l sponding fog observation guides are given in Figures 1-4 and 1-6, respec- '
I i tively. Pictures were normally attached to the guides for reference. ;
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l Ouke Power meteorologists also personally witnessed steam fog episodes during the pre-operational phase to define the extent of fog, transport of fog off the j lake, and elevation of the base of the fog. The details and analysis of the meteorologists' observations are contained in Section 2.2.
The operational phase of the study, also two years of data collection, used basically the same visual and mechanical monitoring procedures outlined above with one addition. Catawba security personnel, in addition to each daily morning fog observation, completed a cooling tower plume questionnaire. The questionnaire was designed to document the characteristics of the cooling tower plume itself in terms of plume dimensions, visibility, drift, and icing on l surrounding public and private lands. The visual fog observations at both locations along with the plume observations were started in September 1984 in anticipation of the start-up of Catawba Unit 1. Unit 1 began testing procedures
- in the early months of 1985, and went into commercial operation in June 1985.
The visiometer and surface water temperature measurements started in August 1985. Unit 2 at Catawba began commercial operation in August 1986. Mechanical problems and scheduled refueling caused both units to be down from September to l November of 1986. To ensure at least one full year of continuous operation of i
l both units, the visiometer monitoring programs and visual observations were continued through the end of 1987. The statistical analysis of the visio-
, meters, thermistors and visual observations includes only the data collected I
thile the plant was operating, June 1985 through August 1986 and November 23, 1
l 1986 through November 1987.
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9 The plume questionnaires were analyzed from January 1985, when the plant !
started testing procedures, through December 1987. The questionnaires were not l normally filled out if there was no cooling tower plume.
I The operational fog observation forms and guides are very similar to those used in the pre-operational phase. Space was allotted for a brief comment on the 1 cooling tower plume and several observation points were changed slightly. For -
this reason, sample copies of the operational phase fog observation forms and l guides are also shown in Figures 1-7, 1-8, 1-9 and 1-10. The cooling tower !
plume questionnaire is included as Figure 1-11.
i Duke Power meteorologists also observed fogging events during the operational phase of the study. Their findings are reported in Section 2.2. ,
A mathematical model (SACTI) for the prediction of seasonal / annual cooling !
tower impact was run simulating full operation under two years of I representative meteorological data. The model results are compared to the ,
other methods used in the study in Section 5.0. ,
Charts illustrating the timetable of events for both phases of the study are '
shown in Figures 1-12 and 1-13. I f
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OVER WATER I POINT No. DISTANCE DESCRIPTION I .2 5 Mi. House With Screened Perch 2 .5 Mi White Boot House of End of Pier 3 i.O MI. Transrnission Tower at End of Point 4 1. 5 Mi. Open Field of Snore Line
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POINT No. OtSTANCE OESCRIPTION I .2 5 MI. House With Screened Porch 2 .5 ML WNte Boot House of End of Pier 3 1. 0 M l. Transmission Tower of End of Point l 4 1. 5 Mi. Open Field at Shore Line (Small Tower)
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l Cooling Tower Plume Ques.lonnaire Name Date Time
- 1. In the list of types of weather given below, encircle one or more which best describe the general weather during your observation of the plume. >
clear partly cloudy rain snow fog cloudy freezing rain thunderstorm
- 2. Was there a visible plume?
Yes No
- 3. How far from the power plant would you estimate that it ended?
on-site site to 2 miles 2-4 miles more than 4 miles
- 4. If it ended at a location on the map, place a "4" at that location.
5, what would you estimate the vertical extent of the plu.ne to be?
100-500 feet 500-1000 feet Greater than 1000 feet
- 6. Was the wind strong enough to bring the plume or a portion of the p.ume to the ground?
Yes No
- 7. If it was, place a "6" everywhere on the map where you saw the plume or a portion of it contacting the ground.
- 8. Did you pass through the plume or a portion of it?
Yes No
- 9. Old you pass under the plume?
Yes No
- 10. If you passed through, under, or near the plume, did you observe drizzle f rom it?
Yes No Figure 1-11
- 11. If you observed fog, do you think it was natural fog or fog caused by the plume?'
natural fog plume fog both If.the fog was caused by the plume, place a "10" at'that location.
- 12. Did'you observe snow falling from the plume only and not from clouds?
Yes No
- 13. Did you observe icing on objects in the vicinity of the plume?
Yes No
- 14. If you observed icing caused by the plume, check one or more of the types of surfaces on which you observed it.
- a. trees and other vegetation
- b. roads
- c. uti'ity lines and towers L
- d. others (please list)
- 15. Place a "14" on the map where you observed icing.
- 16. As you drove to or from the plant, did you notice changes in road condi-tions (rain, snow and/or fog)?
Yes No if yes, please briefly describe what they were and where.
l 17 On the map, please sketch the plumes as you saw it.
- 18. Other comments (i.e. , unusual behavior, olume touching private residencies, shadowing,etc.):
l' Figure 1-11 (cont.)
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l
CATAWBA FOG STUDY
- PRE-OPERATIONAL PHASE
! TIME LINE 1977 i
JULY 1978 3
A S O N D J F M A M J J l I I I I I I I I I I .
ak
- VISIOMETER ANDSURFACEWATER TEMPERATURE MEASUREMENTS
- FOGOBSERVATIONS (SITES 1 & 2) BYMETEOROLOGISTS
- VISUALOBSERVATIONS j (HIGHWAY BRIDGE -
CO. RD.1132 AND g WYLIE HYDRO STATION) 1979 AUGUST l A S O N D J F M A M J J I I I I I I u I I I I i
1 1
- VISUALOBSERVATIONS aL I
(WYLIE HYDRO)
- VISIOMETER ANDSURFACEWATER TEMPERATURE MEASUREMENT
- (SITES 1 & 2)
)
- VISUALOBSERVATIONS (HIGHWAY BRIDGE - CO. RD.1132) i I
Figure 1-12 I
CATAWBA FOG STUDY OPERATIONAL PHASE
- TIME LINE 1984 gg .1985 1986 O N D J F M A M J J A S O N D J F M I I I I I I I I I I I I I I I
'L
- FOGOBSERVATIONSBY
- CATAWBA
- Vt9CMETER APOSURFACE ETEOROLOGISTS UNIT 1 WATER TEMPERATURE ONLNE MEASUREMENTS (SITES 1 & 2)
- VISUALOBSERVATIONS (HIGHWAY BRIDGE - CO. RD.1132 AND WYUE HYDRO STATION) i
- PLUMEQUESTICPNAIRE 1987 DECEMBER A M J J A S O N D J F M A M J J A S O N I I I I I I I I I I I I I I I I I y K TH N ,
a
- CATAWBAUNIT2 m
- VIS40AETER ANDSURFACE WATERTEMPERATURE REASUREENTS (SITES 1 & 2)
- VtSUALOBSERVATIONS
- IHGHWAY BRIDGE AND WYUE HYDRO) i .
FOGOBSERVATIONS l'
- PLDMEQUESTIONNAIRE Figure 1-13
4 2.0 ELUME OBSERVATIONS
- 2.1 OBSERVATIONS OF COOLING TOWER PLUME
~The Cooling Tower Plume Questionnaire was an attempt to obtain a very subjec-
' tive-observation of the cooling tower plume itself and the effects on the immediate area.
Summary results of the questionnaire are given in Figure 2-1. Noteworthy points and comments from the cooling tower plume survey are:
- The condensate plume was by and large confined to the immediate site area; plumes extending beyond 4 miles occurred in less than 1% of the observations.
- Restrictions to ground-level visibility due to fog and rime icing from condensate material were limited to immediate onsite locations (cooling tower yard) during periods of plume downwash, based on comments and map
( plume placements Downwash was noted in about 12% of the observations.
l
- Snowfall was not initiated from the plume.
o Changes in driving conditions were due exclusively to natural phenomena.
22 l
-l 2.2 STEAM F0G EPIS0 DES OBSERVED BY METEOROLOGISTS Potential steam fog episodes were observed by. company meteorologists from the fall of_1978 through the fall of 1987. Over twenty visits were made with many photographs taken. Although steam fog episodes wer'e the primary reason for the observations, many meteorological scenarios were observed in order to study a range of fogging events. Most observations were made in the fall during maximum air-water temperature differences. Other observations were made of the cooling tower plume during high wind, during freezing temperatures and during spring fogging events.
Figure 2-2 shows the points of observation during the episodes. Not all points were visited during a particular episode, but the numbers do correspond to the general order of visitation. The more important observation points are (1) for fog at Tega Cay and a view of the lake toward Catawba; (2) for a control where plant impacts would be minimal; (4) for a clear view of the main body of the ' lake; (5) to ascertain the steam fog effect on the airport; (7),
- (8) and (9) to observe the cooling towers and the visiometer sites; and (10) to give a panoramic view of the entire Lake Wylie area including most observation points.
1 In general, the operation of the cooling towers seems to have no observable effects on steam fog on Lake Wylie. A change in frequency of fogging events cannot be determined from the episode observations, but direct effects can be observed. Steam fog occurs when cold air settles over warm water, allowing l water vapor of the warm water to become mixed with and cooled by the cold air j and to condense rapidly. Steam fog episodes are characterized by large air-sur-l 23
face water temperature differences, small dew point depression and low wind speeds. These conditions usually occur during stable, cloudless mornings with a surface inversion. During these conditions, the cooling tower plume is most buoyant, rises straight up, and does not become a factor at the surface. Warm water is discharged into Lake Wylie and is expected to alter the steam fog situation somewhat. However, the discharge area tended to have less intense steam fog than other areas of the lake.
General observations made during fogging events are as follows:
L
- Heavy steam fog events are a common natural occurrence in the Piedmont Carolinas. The combination of warm water and a high frequency of cool l
high pressure systems in autumn with the associated low wind speeds and l low morning air temperatures allows this phenomenon to take place. Plant Allen, a 800 MWe fossil-fired station located 10 miles north of Catawba on Lake Wylie, tends to exacerbate the warm surface water situation on the main part of Lake Wylie by using the lake for cooling.
- Wind speed can be very important in determining whethor steam fog is formed and to what extent. Aggressive mixing of the saturated layer with dryer air can limit steam fog formation. Consequently, steam fog may form in isolated coves as opposed to the main part of the lake. Wind direction can also have an effect by determining which coves are more isolated.
- On the other hand, on calm mornings, gravity flows off of slopes in isolated coves can retard steam fog formation in these coves while heavy steam fog occurs on the main part of the lake. This was a more common 24
I
[
occurrence than the above situation. Plant Allen may also contribute to steam fog on the main part of the lake only. The main part of the lake will cool more slowly than the coves during the fall due to the volume of water.
8ecause of the tendency of more steam fog occurring on the main part of the lake, the lower part of the lake near Wylie Hydro had more occurrences of heavy steam fog than the Catawba plant area. Also, the steam fog normally traveled down lake (river) due to northerly winds and/or gravity flows.
- Wind can also change the visibility very quickly at a particular site during steam fog events. Visibility at the highway bridge observation point (8) could change from less than a quarter of a mile to greater than a mile and a half, and back again in a matter of minutes. This is due to the sometimes fragmented nature of steam fog.
- Observations at the visiometer sites were consistent with the visiometer measurement results regarding the better visibility at the discharge
, visiometer (Site 2) particularly in the operational phase. Site 2 gener-l
- ally had less steam fog than Site 1. Wind direction would probably be the l
l most important parameter for this phenomenon as Site 1 is exposed to the l
r lake proper during a north wind which generally occurs during steam fog events. Even slight breezes can move steam fog around dramatically. Site l
2, although more sheltered, is not exposed to a north breeze off the water.
25
Steam fog could rise and form a shallow stratus layer above Lake Wylie.
The stratus layer was observed to move one or two miles inland, but r.ot the five miles to the Rock Hill airport (observation point 5).
- During steam fog events, fog would affect the Tega Cay area. Generally this was limited to the residences close to the lake.
- The cooling tower plume was observed during high wind, freezing tempera-ture events for nearby icing. Ice was observed in the area and the trees immediately surrounding the cooling towers, but always within the fenced boundary.
- Light drift from the plume was sometimes observed to fall on the nearby road when the plume was bent toward the road.
Photographs representative of interesting fogging situations are provided in Figure 2-3. The following is a description of each photograph.
Photograph 1: Taken pre-operational (1981) at I-77 and the Catawba River (2).
Typical lifted steam fog along the river valley. Plumes to the left are from the Celanese. Plant cooling towers.
Photograph 2: Steam fog, looking toward landmarks at the highway bridge visi-j bility observation point (8). Typical medium steam fog showing potential for variability in visibility observations.
26
i Photograph 3: Operational (1987) taken at visiometer Site 1 (9). Little or no steam fog near shore, but thick, low steam fog in middle of lake rising to form a lifted fog _ area.
Pnotograph 4: 1986 picture during fall, but plant was not and had not been operating for a month. Taken at Ebenezer Landing (4) looking northwest, thick steam fog forming over main part of lake, lifting and moving to the southwest.
Can see cumuliform lifted fog moving left in picture toward the airport. (See next photograph.)
Photograph 5:
Taken same morning as #4 at airport (5) toward Lake Wylie. Note fog in distant horizon blocking part of sun above trees. This is typical of heavy steam fog event on lake, but does not reach far inland. Airport re-mained open entire morning.
Photograph 6: Taken at highway bridge toward visibility markers (8). Very light, low steam fog in coves while very heavy tall steam fog on main part of lake with heights approximately 150 feet.
l Photograph 7: Picture of cooling tower plume with all six towers operating l
l from visitor. overlook (7). No fog observed.
l l Photograph 8: Picture of cooling tower plume from visitor overlook (7) wit;1 steam fog in distance over main part of lake. Isolated coves were relatively clear of steam fog.
l 27
Photograph 9: Similar to Photograph 8 except cooling towers are not running.
No fog on land, just steam fog on main part of lake in the distance.
Photograph 10: Pre-operational picture taken from Nanny Mountain Fire Tower (10) at Lake Wylie. This is typical of heavy steam' fog episodes where fog is on main parts of lake only and rises up to 200 feet. Litt;e movement inland as low winds are a prerequisite for steam fog production.
Photograph 11: Same location as Photograph 10, but no steam fog and plant operating.
Photograph 12: Transparent steam fog at the Wylie Hydro observation point (3) taken pre-operational. Steam fog is confined to the lake.
Photograph 13: Light, low steam fog at Wylie Hydro (3) looking toward Catawba with operating cooling towers. Photograph taken later in the morning when steam fog is dissipating in areas incident by sunlight.
l.
Photograph 14: Heavy steam fog on lake at visiometer site No. 1 (9). Photo-l graph of the erratic coverage of steam fog where the lake has very low visibility, yet it is clear at the visiometer measurement site.
I Photograph 15: Fog collecting in protected valley of a transmission corridor. Pre-operational photograph taken off Hwy. 274 looking toward lake.
l Photograph 16: Cooling tower plume observed on a clear day from Tega Cay observation point (1).
l 28 I
, . ~ - . _ . __- ~ _ , - _ _ - - - ~ ~ -. -_ , ,_ . - . . _ _ - _ -
Results of Cooling Tower Plume Questionnaire Name Date Time
- 1. In the list of types of weather given below, encircle one or nore which best describe the general weather during your observation of the plume.
clear- 59.8% partly cloudy- 7.9% rain- 10.7% snow- 0.5%
fog- 16% cloudy- 10.5% f reezing rain-0.0% thunderstorm- 0.3%
- 2. Was there a visible plume?
Yes- 74.8% No- 25.2%
3 How far from the power plant would you estimate that it ended?
on-site site to 2 miles 2-4 miles more than 4 miles 68.9% 29.7% 1.4% 0.2%
- 4. If it ended at a location on the map, place a "4" at that location.
- 5. What would you estimate the vertical extent of the plume to be?
100-500 feet 500-1000 feet Greater than 1000 feet 49.5% 45.5% 5.0%
- 6. Was the wind strong enough to bring the plume or a portion of the plume l to the ground?
Yes- 12.2% No- 87.8%
l l 7 I f it was, place a "6" everywhere on the map where you saw the plume or a portion of it contacting the ground.
- 8. Did you pass through the plume or a portion of it?
Yes- 1.1% No- 98.9%
9 Old you pass under the plume?
Yes- 4.1% No- 95.9%
l l
- 10. If you passed through, under, or near the plume, did you observe drizzle from it?
Yes- 33.3% No- 66.7%
l 29 Figure 2-1
- 11. If you observed fog, do you think it was natural fog or fog caused by the plume?
natural fog- 78.4% plume fog- 6.3% both- 15.3%
If the fog was caused by the plume, place a "10" at'that location.
- 12. Did you observe snow falling from the plume only and not from clouds?
Yes- 0.0% No- 100%
13 Did you observe icing on objects in the vicinity of the plume?
Yes- 0.4% No- 99.6%
l L I4. If you observed icing caused by the pluce, check one or more of the types of surfaces on which you observed it.
- a. trees and other vegetation
- b. roads
- c. utility lines and towers
- d. others (please list) l
- 15. Place a "14" on the map where you observed icing.
I
! 16. As you drove to or from the plant, did you notice changes in road condi-tions (rain, snow and/or fog)?
l Yes- 1.5% No- 98.5%
1 l
l If yes, please briefly describe what they were and where.
i
- 17. On the map, please sketch the plumes as you saw it.
- 18. Other comments (i.e. , unusual behavior, plume touching private residencies, shadowing,etc.):
l l
l <
i I
! 30 Figure 2-1 (cont)
L
IL '
bf KEY T'D STEAM FOG OBSERVATION POINTS s
1- Tego Cay Perk
[ 2-I-77 et Catawbe River 3-Wylie Hydro af4 s 12 4- Ebenezer Leadiae 5-Rock Hill Airport N ,
" # 6- Allison Creek
~
j % 7-Visitor Overlook
,' >> W 8-Highway Bridge (Vissemeter Site no.2)
(. 10 '
9-Visiometer Site no.1 10-No.ey Men. Fire Tower i f -
11-Crowders Creek 12-Buster Boyd Bridge
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9 L AKE WYLIE y -
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r 3.0 ylSUAL OBSERVATION PROGRAM l 3.1
SUMMARY
OF REDUCED DATA The information recorded during the visual fog observation programs at the highway bridge (Co. Rd. 1132) and Wylie Hydro Station is summarized in Figure 3-1 and Table 3-1. Since Wylie Hydro is located about 6 kilometers (3.75 miles) southeast of Catawba (see Figure 2-2), it can be used as a control to compare trends with the highway bridge site, which is near the cooling towers (see Figure 1-2). The Charlotte National Weather Service (NWS) fog observa-tions indicate general regional trends. The highway bridge and Wylie Hydro observations of fog' events (Figure 3-1) follow similar trends, with Wylie Hydro indicating generally more fog observa-tions in the prime steam fog months for both phases of the study. Duke Power meteorologists also usually observed more, thicker steam fog at Wylie Hydro. The highway bridge observations, which would reflect any influence from the Catawba plant operations, show generally fewer observations of fog during the operational phase of the study. November is the only month which shows some-( what more fog events in the operational phase at the highway bridge site. 3.2 COMPARISON WITH OTHER VISIBILITY DATA ( The Wylie Hydro and highway bridge observers recorded a visibility estimate whenever they recorded an obscrvation of fog. This visibility information is ( shown in Table 3-1, which also shows visibility data from Visiometers 1 and 2 and Charlotte NWS categorized in the same format. 36 ( .
The cumulative percentages of all visibility observations less than 1 mile indicate improved visibility during the operational phase for all sites except Visiometer 1, which shows basically no change. Visibility measurements aimed at gauging the impact of heated water discharge on the occurrence of steam fog are also affected by the natural variation of both radiation / frontal fog. Cumulative frequencies of visibility less than 1 mile in Table 3-1 show a decrease during the operational period when compared to the pre-operational measurements. This occurs despite the increase in surface water temperatures operationally at both the intake and discharge areas (see Figure 4-7). Also, Figure 4-6 shows that the discharge area has higher surface water temperatures during the operational period than the intake area, which is expected. The potential for enhanced steam fog due to natural variation and the additional heated water discharge is evidently overshadowed by a decrease in the incidence of natural radiation / frontal fog. Chapter 4 will analyze the visiometer data and Charlotte NWS visibility data in more detail. 37
.------_----__o
Table 3-1 VISIBILITY COMPARISCNS AllObservationNethods(7AMenly) VISIBILITY
- ....................................................................-- 10th j Lessthan1/4si 1/4to1/2si 1/2 to 1 si Nore than 1 si Percentile l
................ ................ ....--- - =... ................ Visibility SITE TINE PitIOD 1 CUN3L. 1 1 CUEL.1 1 CUE L. 1
. . . . . . . . . . . . . = =
1 CUE L. 1 (Miles) ) ....... ........ ....... ........ ....... ........ ....... ........ .......... l HIGHWAYBRIDGE(Co.Id.1132] Pre-cperaticnal 6.8 [6.8] 3.5 [10.31 1.2 [11.5] 85.5 [100] 0.18 Operaticaal 3.1 [3.(] 2.1 [5.5) 2.5 18.0] 91.9 >1.00 [100] l NYLII HYDRO STATION Pre-cperational' 1(.2 114.21 10.0 [21.2] 1.5 [25.7] 71.3 [100] 0.18 Operational 6.6 [6.6] (.2 [10.8] 1.8 [12.6] 87.1 [100l 0.46 VISI0HTit SITE I Pre-operational 1.2 [1.2l 1.3 [2.51 1.9 [(.4) 95.6 [1001 1.42 Operational 0.8 [0.8] 1.1 [1.9] 2.6 [(.5] 95.5 1.18 l1001
$ VISIONETIt SITI 2 Pre-operational 2.1 [2.11 3.0 [5.1] 2.0 [7.1] 92.9 [1001 1.22 Operational 0.3 [0.3] 1.2 [1.5] 2.3 [3.8] 96.2 [1001 2.18 i
CHARLOTTI NS Pre-operational 2.3 [2.3l 1.9 [4.2l 1.9 [6.11 93.9 [100] 0.99 )! Operational 2.2 [2.2] 1.2 [3.(j 1.4 [4.8] 95.2 [100] 1.79 l l
'Chservationsfres7/77to11/78caly I
1 l
AVERAGE. MONTHLY OBSERVATIONS OF FOG (7 AM) PRE-OPERATIONAL 24-
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4.0 VISIOMETER MONITORING PROBJLAM 4.1
SUMMARY
OF REDUCED DATA The visibility data collected by Visiometer 1 and Visiometer 2 during the pre-operational and operational phases of the study have been analyzed on a monthly and hourly basis (Figures 4-1 and 4-2). The 10th percentile criterion was chosen because it gives values within the 50 feet to 6 mile accuracy range of the visiometers, and is easily used to compare the relative visibilities of the two visiometers and the Charlotte NWS data. Charlotte data, Figure 4-3, are used as representative of natural variations in regional visibility since it is collected approximately 13 miles northeast of Catawba at Charlotte / Douglas International Airport (see Figure 1-1). The 10th percentile value means that 10 percent of the visibility observations for a particular site are below that value, and conversely 90 percent of the observations are above that value. Therefore, a higher value for the 10th percentile indicates better relative visibility compared to a lower value. Visiometer 1, analyzed on the monthly basis, follows similar trends and values for the two phases of the study. Based on hourly criteria, Visiometer 1 shows very similar. visibility during the early morning hours (the prime fogging time) while displaying slightly poorer visibility in the operational phase for the remainder of the hours. Visiometer 2 follows similar trends on the monthly and hourly graphs, but shows marked improvement of visibility during the operational phase. The Charlotte NWS graphs (Figure 4-3) also show consistently better visibility values for both 40
l the monthly and hourly analyses in the operational phase of the study. In summary, considering the relative values on Figures 4-1, 4-2 and 4-3, it l appears that natural visibility in the region and visibility measured at Visiometer Site 2 have improved significantly in the time frame since the cooling towers became operational. The visibility at Site 1 appears to have remained fairly constant. Section 4.3 details statistical tests which were used to study the visiometer and NWS data to determine any significant differences between the pre-operational and operational data. 4.2 COMPARISON WITH AREA VISIBILITY CLIMATOLOGY The visiometer data for both sites and the Charlotte NWS data are compared monthly and hourly on Figures 4-4 and 4-5, respectively. All three data bases show similar trends whether in the pre operational phase or operational phase, but the relative 10th percentile values of each vary. Comparing Site 1 and Site 2, Visiometer 1 shows generally better visibility in the monthly pre-opera-tional phase while Visiometer 2 shows markedly better visibility in the monthly operational phase. The NWS visibility shows similar trends to the two sites but the relative values vary somewhat randomly. On an hourly basis, Site 1 and Site 2 display the same trends as the monthly data. Site 1 is better in the pre-operational phase while Site 2 is decidedly better in the operational phase. Charlotte NWS data show similar trends but relative values vary. 41
I l Figures 4-4 and 4-5 graphically illustrate that visibilities measured at Visio- i meters 1 and 2 follow the regional trends as measured by the Charlotte NWS at , Charlotte / Douglas International Airport. 4.3 STATISTICAL SIGNIFICANCE TEST A statistical test can be used to assess whether the operation of the Catawba i cooling towers enhances the natural reductions in visibility at the two visio- ' meter sites. The purpose of the test is to show if a statistically significant increase in the number of hours of poor visibility episodes occurs during operation of the cooling towers. Charlotte NWS records provide a baseline to indicate natural visibility trends in the region. The rtst k tical method found to be most useful is the 2 x 2, or tetrachoric, contingency table. This method was previously used in a University of Michigan study to test independence of ; cooling tower operation and poor visibility / fog occurrences at nearby visiometer sites to the Palisades Nuclear Plant.[1] This method is especially useful when l samples are not independent, as in the case of most meteorological measurements. The theory behind this test is that if there are two events, A and B, only one , of which must occur, and two other events, C and D, only one of which must occur, a determination can be made concerning any association between the events of A or B and C or D. As an example, the frequencies of occurrence of A, B, C and D are set up in the following form: Visiometer Site Visibility > 1 mile Visibility 5 1 mile (Total) l Pre-Operational A B A+B Operational C D C+0 - A+C B+D N = A+B+CtD 42 l
A Chi-square test is performed on the table to determine the independence of I the elements in the table. The premise is that if the elements are found independent then there is no significant difference in the number of poor visibility episodes between pre operation and operation of the cooling towers. ! The Chi-square test statistic (x2) is generated from the 2 x 2 tables using the following equation. x2 = N(lAD - 801 - 0.5N)2 (A+B)(A+C)(8+D)(C+D) The Chi-square theoretical value (X 2 ) is taken from a standard table.[2] This : study assumes a 95% confidence level and 1 degree of freedom, which gives a i value of 3.84 on the standard Chi-square distribution table. L The null hypothesis being tested is as follows: ,
"The occurrence of visibility episodes of less than one inile at each visiometer site is independent of the operational status of tne cooling [
towers." l l The hypothesis can be rejected if the minimum expected value (E) of Cell B is t 5andifthevalueofx2gyh5 The value of E for Cell B is given by the l following fonnula: t i I EB = (A+B)(B+D)/N 1 The number of visibility observations used in this study is sufficiently large so that the minimum expected value (E) for Cell B is always t 5. Therefore, 43
the main concern when evaluating the visiomster data with the contingency tables is whether or net the test statistic x2 is2thetheoreticalvalueX$5' Visiometer Sites 1 and 2 and Charlotte NWS data were evaluated on an annual basis and also a seasonal basis. Table 4-1 lists the visibility frequencies for all the ccntingency tables. The results are summarized in Table 4-2, which lists the five categories of analysis for both phases of the study for each visibility recording site (Visiometers 1 and 2 and Charlotte NWS). A category with significantly more poor visibility events is marked dependent (DEP). Visiometer 1 shows independence between the frequency of poor visibility events and the pre-operational / operational status of the cooling towers for the annual basis as well as for all the seasons except summer. The summer season indi-cates increased frequency of poor visibility events in the operational phase for Site 1. Visiometer 2 shows a significantly higher frequency of poor visibility events during the pre-operational period for the annual basis and three of the four seasons. The summer season for Visfometer 2 shows indepen-dence of the number of poor visibility events and the pre-operational / operational status of the cooling towers. Charlotte NWS visibilities show independence of pre-operational / operational data for the autumn season while revealing a higher frequency of poor visibility episodes in the pre-operational phase for all othar categories. All but the Visiometer Site 1 summer category on the summary Table 4-1 show that the operation of the Catawba Nuclear Station cooling towers does not significantly increase the frequency of poor visibility events (5 1 mile) at Visiometer Sites 1 and 2, 44
l The occurrence of increased poor visibility episodes durina the operational i phase summer seasons at Visiometer Site 1 appears to be the result of natural variability. Visual observations of natural fogging events by Duke Fower ; meteorologists usually discovered a mole pronounced fog cover in the cove at-Site 1 as compared to Site 2. Natural variations in weather conditions along with different site characteristics could adequately explain this decreased visibility at Site 1 during the summer periods of the operational phase of the i study, as well as the better visibility at Site 2 during the operational phase. In conclusion, statistical analysis of the visiometer data indicates that the operation of the Catawba Station cooling towers does not impair the general visibility of the region surrounding the plant. 4.4 ANALYSIS OF WATER TEMPERATURE DATA FOR STEAM F0G Surface water temperatures at Site 1 and Site 2 (see Figure 1-2) were measured I continuously during both the pre-operational and operational phases of the f study. The results have been tabulated into average monthly surface water 4 temperatures and appear on the graphs in Figures 4-6 and 4-7. 1 Figure 4-6 compares Site 1 and Site 2 for each phase of the study. While Site 2 is generally slightly warmer (less than 2 C) than Site 1 in the pre-operational phase, the difference is more pronounced during the operational phase. Site 2 is up to 4*C warmer on the average duririg the winter montiis. This is expected ' since Site 2 is near the discharge area for plant low pressure service water. 6 45
Figure 4-7 compares the two phases of the study for each site individually. For Site 1, the operational phase shows warmer average tee. ..ocures (up to 3 C) { for January through July (except April) and then basically n> differences for August through December. Steam fog would most likely appear in the fall months as night time temperatures can drop sharply while th: lake w.3ter remains much . warmer. The Site 1 graph therefore indicates that water ter.peratures north of the plant in the operational phase would not tend to cause any increase in the occurrence of steam fog during the prime steam fog months, all other factors being equal. This agrees with the visibility analyses discussed in Sections 4.1 and 4.3 which conclude that the general visibility at Visiometer Site 1 did not significantly change during the operational phase of the study. The Site 2 graph in Figure 4-7 indicates that the average water temperatures in the low pressure service water discharge area are higher (up to 5"C) during the operational phase of the study. The prime steam fog months show up to 3"C warmer average temperatures. This would tend to indicate that, all other factors being equal, more steam fog events would have occurred since the cooling towers began operating. However, the actual number of fogging events observed at the highway bridge (Co. Rd. 1132), where Site 2 is located, did not change significantly during the operational phase (see Figure 3-1). In fact, visibility readings at the Site 2 visiometer indicate that visibility was actually better during the operational phase. i The higher operational temperatures in Figure 4-7 are consistent with a thermal plume analysis which was performed on the combined service water and cooling tower blowdown releases into the Allison Creek arm of Lake Wylie. The thermal plume analysis was performed as part of a 316(a) demonstration at Catawba. 46
i Areas enclosed by the 2.8 C isotherm (above ambient lake temperatures) and the 32.2 C isotherm, with the percent of lake surface area affected, are presented on a seasonal basis in Table 4-3 for average and worst-case conditions (the 2.8 C delta isotherm and the 32.2 C isotherm correspond to water quality standard limits). Under worst-case winter (February) conditions the 2.8 C above ambient isotherm would extend from the mouth of the discharge cove (bridge location) to less t than 914 m downstream and to 244 m upstream of the Allison Creek arm of Lake W y lie. This would represent less than 0.9% of the total lake area. Under average winter conditions it would affect only 0.6% of the total lake area. Under worst-case summer (August) conditions the 2.8*C above ambient isotherm would be confined almost entirely to the discharge cove and the 32.2*C isotherm t would extend from the mouth of the discharge cove to less than 914 m downstream and 244 m upstream of the Allison Creek arm of Lake Wylie. This would repre-sent an area bounded by the 32.2 C isotherm of about 40 ha or about 1.1% of the f . total lake area. Under average summer conditions the 32.2*C isotherm would , enclose 2 ha or 0.1% of the total lake area.
- r I
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TABLE (-1 C05fl5;IECT TABLIS TISIONETII SITE 1 TISIDEETER SITI 2 CHARLOTTI INS VIS > 1 HILE VIS <= 1 NILI VIS > 1 NILE YIS <= 1 MILE YIS > 1 NILE TIS <= 1 IILE ABBBAL Ftt-OFItATI0BAL 13183 323 l16511 15290 594 l15881 5565 275 l 5440 CPERATIDEAL 14478 339 l11817 14451 206 l18660 5760 152 l 5912
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_......i....... ] 31661 667 l31328 29744 800 l3D514 11325 427 l11752 i SFRIIG i Fit-CPERATIONAL 4304 25 l (329 4058 31 l 1089 1430 42 l 1t72 0FitATIDEAL 2849 20 l 2869 3892 42 l 3934 1455 17 l 1872
.................__........___l..____ ,__ .-
_.___._...j.____ ___, _ _ , , _ 7153 45 l 7198 7950 73 l 8023 2885 59 l 2914 j $5NNEI oo Ftt-OFItATIDEAL 3675 42 l 3717 3176 223 1 3399 1441 31 l 1(72 CFilATI0BAL 4339 101 l 1140 3511 51 l 3562 1700 20 l 1720
.............................j..... ..............................g....... ---
1714 183 1 7857 6687 271 l 6961 3141 51 l 3192 AUTCNI l FII-CFitATIDEAL (205 147 l 4152 4006 190 l 4196 1363 93 l 1(!6 OFItATIDEAL 3931 109 l 1100 3606 56 1 3672 1222 58 l 1280
........i.. __. -
................j....... - -
8196 256 I 8452 7612 256 l 7868 2585 151 l 2736 1 vIsTIt FII-CFilATICIAL 3999 l (113 N50 b6 CPIRATIOEAL 3599 114 l 1200 1331 109 l lito 109 l 3708 3145 17 l 3492 1383 57 l 1410
........i....... ..-
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7598 223 l 7821 7193 197 l 7692 2711 166 l 2880
TABLE 4-2
SUMMARY
OF 2 x 2 CONTINGENCY TABLES
'DEP' - Increased frequency of poor visibility events (<=1 mile)
DEPENDENT on either pre-operational or operational status
'IND' - Frequency of poor visibility events (<=1 mile) is INDEPENDENT of the pre-operational or operational status VISIOMETER SITE 1 ANNUAL SPRING SUMMLR AUTUMN WINTER PRE-OPERATIONAL IND IND IND IND OPERATIONAL IND IND DEP IND IND VISIOMETER SITE 2
, ANNUAL SPRING SUMMER AUTUMN WINTER e __________________________________________ PRE-OPERATIONAL DEP DEP IND DEP DEP OPERATIONAL IND CHARLOTTE NWS ANNUAL SPRING SUMMER AUTUMN WINTER PRE-OPERATIONAL DEP DEP DEP IND DEP OPERATIONAL IND
Table 4-3 Predicted Maximum Thermal Plume Extent Under Average and Worst-Case Conditions Average conditions Worst-case conditions Area to 2.8*C Area Area to 2.8 F Area (S*F) above % to 32.2*C % (5*F) above % to 32.2*C % ambient total * (90*F) total
- ambient total ** (90*F) total **
isotherm, lake isotherm, lake isotherm, lake isotherm, lake Season ha (acre) area ha (acre) area ha (acre) area area ha (acre) Spring 32 (80) 0.6 %0 %0 36 (90) 1.1 %0 %0 Summer 2 (5) 0.1 2 (S) 0.1 14 (35) 0.4 40 (100) 1.1 Fall 20 (50) 0.4 %0 %0 24 (60) 0.7 %0 %0 Winter 30 (75) 0.6 %0 %0 39 (85) 0.9 %0 %0 o
- Based on full pond surface area of 5041 ha (12,445 acres).
** Based on maximum drawdown 3 m (10 ft), area of 3724 ha (9,203 acres).
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5.0 PLUME MODELING - S.ACTI
5.1 DESCRIPTION
OF THE MODEL
-A mathematical model for the prediction of Seasonal / Annual Cooling Tower Impacts (SACTI) was acquired from the Electric Power Research Institute (EPRI).
This model predicts the physical impacts of cooling tower plumes, including drift, fogging, icing and shadcwing. SACTI represents improvements in theory and performance compared to previous models. The model forecasts seasonal as well as annual effects, and considers the impacts local to the towers, covering an area of 5 to 10 kilometer radius. For this study, only fogging and icing are considered. The model consists of four submodels, the output of one becoming the input for the next. Most earlier models used relatively simple calculations on an hour by hour basis to predict impacts over a season or year. This simplicity was necessary to keep computational requirements within reasonable limits. The SACTI model reduces meteorological data and tower characteristics into repre- -sentative similar cases so that more reliable and complex plume and drift formulas could be incorporated. The model determines 35 categories of plumes t:hich may be expected and chooses 10 categories cf environmental conditions to represent the fogging / icing cases. Fogging is predicted when the visible plume strikes the ground. Icing is assumed to occur when the visible plume strikes the ground under freezing conditions. The SACTI model allows for the input of any number of identical natural draft or mechanical draft (linear or circular) cooling towers in any geometric orientation. 58
This is handled with the concept of representative wind directions, another innovation of the SACTI model. Each of the 16 traditional wind directions is modeled as one of 3 to 5 representative directions. In this way complex cooling tower configurations can be handled more easily. The developers of SACTI calibrated the model with existing field and laboratory data, and have since done extensive validation using more recent field and laboratory research. A much more detailed description of the model can be found in the code manual.E 3 5.2 FOG, DOWNWASH AND RIME ICING PREDICTIONS The SACTI model was run simulating full operation of all six towers with all fans running. This represents the worst-case scenario. Two years of on-site meteorological data (1976 and 1977) collected at the plant were used by the model. The model predicts no fogging, downwash or rime icing for the scenario mentioned above. The seasonal and annual model output is contained in the Appendix of this report, which includes graphs predicting plume length frequencies and graphs illustrating no fogging or icing predicted. 5.3 CORRELATION OF SACTI RESULTS WITH OTHER OBSERVATIONS The results of the SACTI model (no predicted fog or rime icing) are consistent with the other data collected for this study. The visual observations at the highway bridge (Co. Rd.1132) and Wylie Hydro do not indicate any liicrease in 59
the frequency of fogging events since the cooling towers began operation. Visiometer Site 1 monitored essentially the same general visibility for both pre-operational and operational phases of the study while Visiometer Site 2 shows improved general visibility since the cooling towers began operation. The visual observations of the cooling tower plume itself indicate that the wind is strong enough to cause the plume to contact the ground only about 12 percent of the time. When the plume does touch the ground it is always direct-ly adjacent to the cooling towers and within the fenced boundary of the cooling tower yard. In summary, the SACTI model verifies the conclusions reached in Section 6.0. 60
6.0 COElJMONS Various analytical and observational tools were used to assess the impact of cooling tower and plant operation on the fogging climatology in the vicinity of ; the Catawba Nuclear Station. These tools all point toward the conclusion that [ the magnitude of cooling tower effects on ground level visibility from conden- ; sate material and from the heated water discharge are encompassed within the normal range of climatic variability. If actual effects exist, they are not discernable in comparison to the noise of the natural variability in radiation / frontal fog. Significant conclusions from each method used in analyzing the fogging situation at Catawba are as follows: f L The cooling tower plume questionnaire results show that downwash and icing effects due to the operation of the cooling towers occur
- exclusively in the cooling tower yard.
Observations of steam fog events on Lake Wylie by meteorologists verify ; in a qualitative sense that the cooling towers do not have an observable effect on the frequency or intensity of steam fog. Visual observations by trained personnel at Catawba and Wylie Hydro indicate improved visibility during the operational phase of the study. ! r Wylie Hydro has more intense and frequent visibility events than Catawba. ! Statistical significance tests on data obtained from the visiometer i measurement program show that cooling tower operation does not 61
significantly increase the frequency of poor visibility events on an annual basis. Only visiometer 1 (intake area) during summer showed a significant increase in poor visibility events in the seasonal breakdown. Visiometer 2 (discharge area) showed a decrease in poor visibility during the operational phase for all seasons except summer (not significant). 4 Modeling the cooling tower operation using the SACTI model for the prediction of seasonal / annual cooling tower impacts shows no fogging downwash or rime icing during two years of representative cooling tower operation. Based on observations by meteorologists and the fact that the above analyses show that operation of the cooling towers has no significant
~
effects in the area immediately surrounding the plant, there are no effects due to cooling tower operation at a nearby community (Tega Cay) and at a nearby airport (Rock Hill). Other studies have reached similar conclusions that the operation of mechanical draft cooling towers docs not increase the frequency or duration of fogging events or decrease area visibility in general [1,4]. Cooling tower impacts from downwash fogging and icing are usually limited to an onsite arca less than 1 kilometer (0.5 mile) from the towers [4]. Based on the above conclusions, continued monitoring and/or mitigating action to lessen the atmospheric impact of plant operation are not recommended. 62
- 7. 0 M
[1] .Ryznar E. et. al., An Investigation of the Meteorological Impact of Mechanical - Draft Cooling Towers at the Palisades Nuclear Plant, Univer-sity of Michigan, Final Report, January 1980. [2] Dixon, W. J. and Massey, F. J. , Jr. , Introduction to Statistical Analysis, McGraw-Hill, 2nd edition, 1957. [3] Policastro, A. J. , Coke, L. and Wastag, M. , User's Manual: Cooling Tower Plume Prediction Code, Argonne National Laboratory, EPRI Report No. EPRI CS-3403-CCM, April 1984. [4] U.S. Nuclear Regulatory Commission, Final Environmental Statement Related to the Operation of WPPSS Nuclear Project No. 2, Docket No. 50-397, December 1981. 63
APPENDIX SACTI MODEL DUTPUT I
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EPRI PListE Afe DRIFT ANALYSIA f.TSTEM PREPROCESSOR CODE CAS.E
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CAT MM TYPE UN HK OST ET0Z DPT h .TE 190lf PLCT -FRE3 REFERENCE HEIGHTa 40. M. I FOG 13.5 0.25 263.1 -0.010 262.6 11.3 297.3 500. 299.37 0.0000 ' 2 FOG 17.5 0.25 263.1 -0.010 262.6 11.3 297.3 500. 359.02 0.0000 3 FOG 13.5 0.25 263.1 -0.010 261.1 11.5 297.2 500. 298.89 -~ 0.0000 4 FOG 17.5 0.25 263.1 -0.010 261.1 11.3 297.2 500. 358.43 0.0000 5 FDG 17.5 0.25 263.1 -0.010 258.6 11.3 297.0 500. 357.56 0.0000
& FDG 13.5 0.25- 273.1 -0.010 272.6 11.5 300.8 500. 279.37- 0.0000 7 FOG 17.5 0.25 273.1 -0.010 272.6 11.5 300.8 500. 333.81 0.0000 8 FOG 17.5 0.25 273.1 -0.010 270.1 11.5 300.4 500. 331.84 0.0000 9 FDG 17.5 0.25 283.1 -0.010 281.L 11.7 304.3 500. 300.85 0.0000 1
13 FOG 17.5 0.25 293.1 -0.010 291.6 11.9 308.8 500. 263.81 0.0000 11 PLUME 3.6 0.15 299.4 -0.018 285.7 11.9 308.1 370. 63.36 - 0.1308 12 PLUME 3.2 0.25 297.6 -0.010 286.6 11.9 308.0 370. 56.93 0.1041 13 PLUME 3.1 0.30 296.5 0.030 286.5 11.9 307.8 370. 64.12 0.P199 a 14 PLUME 8.7 0.15 295.1 -0.018 279.0 11.8 306.0 3 70. 138.43 0.0013 0.25 292.9 -0.010 277.5 11.8 305.4 370. 133.97 0.0034- , 15 PLUME 9.6 370. 208.20 'J. 0001 16 PLUME 13.5 0.25 287.7 -0.010 269.8 11.7 303.4 0.15 291.1 -0.018 281.4 11.8 305.8 370. 75.06 0.0095-17 PLUME 3.3 60.90 0.0207 a IS PLUME 3.0 0.25 292.1 -0.010 283.9 11.8 306.5 370. 19 PLUME 2.5 0.30 292.5 0.030 284.7 11.8 306.8 370. 61.10 - 0.0068 I 29 PLUME 9.0 0.15 294.3 -0.018 287.0 11.9 307.6 370. 157.60 0.0001 71 PLUME 3.3 0.25 290.8 -0.010 282.5 11.8 306.0 370. 67.34 0.0261 22 PLUME 3.2 0.25 290.1 -0.010 282.0 11.8 305.7 370. M5.82 0.0301 l 23 PLUME 3.2 0.25 289.2 -0.010 281.6 11.8 305.5 370. 76.47. 0.0282'
-0.010 280.5 11.7 305.1 370. 79.44 0.0252 24 0.25 288.1 PLUME 3.3 0.0280 25 PLUME 3.3 0.25 288.0 -0.010 281.0 11.7 305.2 370. 19.67 x' 287.5 -0.010 280.7 11.7 '305.0 370. 82.15 0.0356 .
j 2h PLUME 3.4 0.25 370. 82.13 0.0229 27 PLUME 3.3 0.25 286.2 -0.010 279.5 11.7 304.5 4 i 23 PLUME 3.6 0.25 286.3 -0.010 279.8 11.7 304.6 370. 87.76 0.0311 3.5 0.25 285.3 -0.010 279.1 11.7 304.3 370. 86.51 0.0317' . 29 PLUME 370. 38.83 0.0221 12 PLUME 3.6 0.25 284.1 -0.010 278.1 11.7 303.9 0.25 -0.010 279.9 11.7 304.4 370. 90.37 0.0361-31 PLUME 3.7 285.3. J 70. 90.71 U.0248 32 PLUME 3.6 0.25 283.3 -0.010 277.9 11.7 303.7 282.3 -0.010 276.9 11.6 303.3 370. 89.05 0.0261 33 PLUME 3.5 0.25 370. 95.72 0.0281 34 PLUME 3.8 0.25 282.8 -0.010 277.9 11.7 303.6 281.9 -0.010 277.5 11.6 303.3 370. 93.48 0.0326 35 PLUME 3.7 0.25 370. 95.45 0.0271 14 PLUME 3.7 0.25 281.3 -0.010 277.2 11.6 303.2 4 37 PLUME 3.8 0.25 280.8 -0.010 277.0 11.6 303.1 370. 97.54 0.0284 , 3.8 0.25 280 ' -0.010 277.1 11.6 303.0 370. 98.64 0.0278 13 PLUME 0.0297 1 PLUME 3.8 0.25 E80. -0.010 277.3 11.6 302.9 370. 98.35 d 30 370. 96.30 0.0279 ! 40 PLUME 3.7 0.25 280 -0.010 278.8 11.6 303.4 0.25 281.- -0.010 279.8 11.6 303.7 370. 95.36 0.0288 ) 41 PLUME 3.7 11.7 704.2 370. 89.12 0.0288 42 PLUME 3.4 0.25 282. -0.010 281.4 PLUME 3.2 0.25 281.5 -0.010 281.4 11.7 304.0 370. 86.80 0.0660 4 43 3 70. 73.11 0.0093 l 44 PLUME 2.5 0.30 277.6 0.030 2 78.2 11.6 302.7 8.9 0.25 285.3 -0.010 285.0 11.8 305.6 370. 186.74 0.0007 a 45 PiUME 1 1 I, I i , 3 i } I i 4 I 1
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***e***2 *mC**********nmas**** m* PLUPE LENGTH FREQUEFZY TABLE #5********::::::::::::::::::********
CIRCULAR MECHANICAL DRAFT COOLING T(MERS - CATAteA P4JCLEAR STAT 1st SEASapSPRING
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- 14. 5.69 5.64 9.05 4.30 3.95 2.68 5.34 6.52 5.69 16.21 13.50 6.98 4.86 2.95 3.38 3.25 100.00 6.98 4.86 2.95 3.38 3.25 100.00
- 15. 5.69 5.64 9.05 4.30 3.95 2.68 5.34 6.52 5.69 16.21 13.50
- 24. 5.69 5.64 9.05 4.30 3.95 2.68 5.34 6.52 5.69 16.21 13.50 4.98 4.86 2.95 3.38 3.25 100.00
- 25. 5.05 5.64 9.05 3.75 3.28 2.28 4.16 5.37 4.89 16.21 13.50 5.34 3.46 2.36 2.79 2.87 89.98
- 30. 4.24 4.67 8.08 3.41 2.74 2.07 3.68 4.70 3.97 13.29 9.93 4.54 2.87 1.74 2.17 2.12 74.23
- 35. 4.24 3.95 7.33 3.41 2.74 2.07 3.68 4.70 3.97 10.36 7.95 4.54 2.87 1.74 2.17 2.12 67.84
- 40. 3.70 3.95 7.33 3.22 2.47 1.80 3.41 4.24 3.46 10.36 7.92 4.13 2.60 1.64 1.88 1.77 63.89 C5. 3.19 3.95 7.33 2.63 2.28 1.72 3.01 3.73 3.09 10.36 7.92 3.54 2.12 1.21 1.40 1.34 58.82
- 50. 2.39 3.95 7.33 1.74 1.64 1.42 2.58 2.95 2.36 10.36 7.92 2.52 1.40 0.86 0.83 0.59 50.84 55, 2.07 3.95 7.33 1.42 1.56 1.32 2.50 2.71 2.20 10.36 7.92 2.28 1.29 0.64 0.72 0.51 48.78
- 60. 1.72 3.52 7.03 1.21 1.37 1.32 2.50 2.36 2.01 9.77 7.03 1.96 1.07 0.64 0.72 0.30 44.54
( 5. 1.72 3.09 6.55 1.21 1.37 1.32 2.50 2.36 2.01 9.15 6.47 1.96 1.07 0.64 0.72 0.30 42.44
- 70. 1.53 2.95 6.23 1.07 1.05 1.32 7.50 1.91 1.69 8.67 5.99 1,66 0.70 0.64 0.72 0.21 38.82
- 75. 1.50 2.71 5.69 1.07 1.05 1.10 2.20 1.91 1.69 7.81 5.05 1.66 0.70 0.54 0.51 0.21 35.41
- 80. 1.50 2.12 4.94 1.07 1.05 1.10 2.20 1.91 1.69 6.39 4.00 1.66 0.70. 0.54 0.51 0.21 31.60
- 05. 1.50 1.88 4.54 1.07 1.05 0.83 1.45 1.91 1.69 5.96 3.62 1.66 0.70 0.27 0.24 0.21 28.59
- 90. 1.50 1.69 3.81 1.07 1.05 0.83 1.45 1.91 1.69 5.07 3.06 1.66 0.70 0.27 0.24 0.21 26.23
- 95. 1.50 ?.42 3.60 1.07 1.05 0.83 1.45 1.91 1.69 4.62 2.77 1.66 0.70 0.27 0.24 0.21 24.99 100. 1.50 1.42 3.60 1.07 1.05 0.78 1.32 1.91 1.69 4.62 2.77 1.66 0.70 0.19 0.19 0.21 24.67 115. 1.50 1.26 3.33 1.07 1.05 0.78 1.32 1.91 1.69 4.11 2.63 1.66 0.70 0.19 0.19 0.21 23.60 113. 1.50 1.10 3.09 1.07 1.05 0.78 1.32 1.91 1.69 3.76 2.47 1.66 0.70 0.19 0.19 0.21 22.68 115. 1.50 1.10 3.09 1.07 1.05 0.54 1.10 1.91 1.69 3.76 2.47 1.66 0.70 0.16 0.13 0.21 22.15 123. 1.48 1.10 3.09 1.07 1.02 0.54 1.10 1.85 1.66 3.76 2.47 1.64 0.70 0.16 0.13 0.21 21.99 125. 1.48 1.10 3.09 1.07 1.02 0.54 1.10 1.85 1.66 3.76 2.47 1.64 0.70 0.16 0.13 0.21 21.99 134. 1.48 1.10 3.09 1.07 1.02 0.54 1.10 1.85 1,66 3.76 2.47 1.64 0.70 0.16 0.13 0.21 21.99 135. 1.32 1.10 3.05 0.91 0.97 0.54 1.10 1.64 1.50 3.70 2.47 1.34 0.67 0.16 0.13 0.21 20.81 140. 1.32 1.30 1.03 0.91 0.97 0.54 1.10 1.64 1.50 3.70 2.47 1.34 0.67 0.16 0.13 0.21 20.81 It5. 1.32 1.14 3.05 0.91 0.97 0.54 1.10 1.64 1.50 3.70 2.47 1.34 0.67 0.16 0.13 0.21 20.81 150. 1.32 1.13 3.05 0.91 0.97 0.54 1.10 1.64 1.50 3.70 2.47 1.34 0.67 0.16 0.13 0.21 20.81 155. 1.23 1.10 3.03 0.70 0.86 0.38 0.97 1.42 1.40 3.70 2.47 1.23 0.51 0.16 0.15 0.16 19.*6 160. 1.23 1.10 3.05 0.70 0.86 0.38 0.97 1.42 1.40 3.70 2.47 1.23 0.51 0.16 0.13 0.16 19.46 115. 1.07 1.10 3.03 0.64 0.81 0.38 0.97 1.21 1.23 3.70 2.47 1.05 0.48 0.16 0.13 0.16 18.60 171. 1.07 1.05 2.77 0.64 0.81 0.38 0.97 1.21 1.23 3.14 2.17 1.05 0.48 0.16 0.13 0.16 17.42 175. 1.07 1.05 2.77 0.64 0.81 0.32 0.83 1.21 1.25 3.14 2.17 1.05 0.48 0.13 0.13 0.16 17.21 180. 1.07 0.78 2.3^ 0.64 0.81 D.30 0.70 1.21 1.25 2.04 1.42 1.05 0.48 0.11 0.08 0.16 14.44 ILS. 1.07 0.78 2.I 0.64 0.81 0.30 0.70 1.21 1.23 2.04 1.42 1.05 0.48 0.11 0.08 0.16 14.44 190. 1.07 0.78 2.36 0.64 0.81 0.30 0.70 1.21 1.23 2.04 1.42 1.05 0.48 0.11 0.08 0.16 14.44 1.05 0.48 0.11 0.08 0.16 14.44 195. 1.07 0.78 2.36 0.64 0.81 0.30 0.70 1.21 1.23 2.04 1.42 0.86 0.38 0.11 0.08 0.13 13.53 200. 0.91 0.78 2.36 0.56 0.75 0.30 0.70 0.97 1.18 2.04 1.42 13.53 215. 0.91 0.78 2.36 0.56 0.75 0.30 0.70 0.97 1.18 2.04 1.42 0.86 0.38 0.11 0.08 0.13 212. 0.91 0.75 2.09 0.56 0.75 0.16 0.59 0.97 1.18 1.61 1.13 0.86 0.38 0.05 0.08 0.13 12.21 215. 0.91 0.75 2.09 0.56 0.75 0.16 0.59 0.97 1.18 1.61 1.13 0.87 0.38 0.05 0.08 0.13 12.21 0.05 0.08 0.13 12.21 222. 0.91 0.75 2.09 D.56 0.75 0.16 0.59 0.97 1.18 1.61 1.13 0.8m 0.38 0.38 0.05 0.08 0.13 12.21 225. 0.91 0.75 2.09 0.56 0.75 0.16 0.59 0.97 1.18 1.61 1.13 0.86 11.03 234. 0.70 0.75 2.09 0.46 0.59 0.16 0.59 0.89 0.86 1.61 1.13 0.72 0.27 0.05 0.08 0.08 235. 0.70 0.75 2.09 0.46 0.59 0.16 0.59 0.89 0.86 1.61 1.13 0.72 0.27 0.05 0.08 0.08 11.03 9.77 240. 0.70 0.64 1.74 0.46 0.59 0.16 0.59 0.89 0.86 1.13 0.81 0.72 0.27 0.05 0.08 0.08 9.77 245. 0.70 0.64 1.74 4.46 0.59 0.16 0.59 0.89 0.86 1.13 0.81 0.72 0.27 0.05 0.08 0.08 9.77 250. 0.70 0.64 1.74 0.46 0.59 0.16 0.59 0.89 0.86 1.13 0.81 0.72 0.27 0.05 0.08 0.08
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i i 340. 0.62 1.09 35.19 350, 2.76 4.08 7.34 1.18 3.73 0.71 0.44 0.85 1.70 4.6 4.41 1.67 1.41 0.M O.62 1.09 35.19 l 343. 2.76 4.08 7.34 1.18 1.75 0.71 0.44 0.85 1.70 4.M 4.41 1.67 1.41 0.M j 37A. 2.76 4.08 7.'4 1.1P 1.75 0.71 0.44 0.85 1.70 4.M 4.41 1.67 1.41 0.M O.62 1.09 35.19 i 380. 2.76 + OS 4.34 1.18 1.73 0.71 0.% 0.85 1.70 4.64 4.41 1.67 1.41 0.M 0.62 1.09 35.19 390. 2.76 4.08 7.34 1.18 1.75 0.71 0.% 0.85 1.70 4.64 4.41 1.67 1.41 0.% 0.62 1.09 35.19 d 400. 2.76 4.08 7.34 1.18 1.73 0.71 0.% 0.85 1.70 4.M 4.41 1.67 1.41 0.M 0.62 1.09 35.19 5 410. 2.76 4.08 7.3% 1.18 1.73 0.71 0.% 0.85 1.70 4.64 4.41 1.67 1.41 0.% 0.62 1.et 35.19 1.41 0.M O.62 1.09 35.19 ] 423. 2./6 4.08 7.34 1.18 1.73 0.71 0.44 0.85 1.70 4. M 4.41 1.67 0.62 1.09 15.19 ' 4 433. 2.76 4.08 7.34 1.18 1.75 0.71 0.44 0.85 1.70 4.64 4.41 1.67 1.41 0.% 1.67 1,41 0.% 0.62 1.09 35.19 ! 443, 2.76 4.08 7.34 1.18 1.73 0.71 0.44 0.85 1.70 4.64 4.41 1.41 0.M 0.62 1.09 35.19 450. 2.76 4.08 7.34 1.18 1.75 0.71 0.% 0.85 1.70 4.M 4.41 1.67 1.67 1.41 0.M D.62- 1.09 35.13 5 2.76 4.05 7. M 1.18 1.70 0.71 0.44 0.85 1.70 4.64 4.41 q j 460. 1 474. 2.76 3.53 6.32 1.18 1.70 0.71 0.% 0.85 1.70 4.14 3.82 1.67 1.41 0.M 0.59 1.09 32. 4 - 3 480. 2.76 2.25 4.14 1.18 1.70 0.71 0.% 0.85 1.70 2.97 2.59 1,67 1.41 0.% 0.59. 1.09 26.59 8 490. 2.76 2.23 4.14 1.18 1.70 0.5% 0.29 0.85 1.70 2.97 2.59 1.67 1.41 0.15 0.24 1.09 25.50 I 500. 2.32 1.85 3.67 1.15 1.67 0.53 0.29 0.68 1.56 2.47 1.97 1.50 1.20 0.15 0.24 0.91 22.15 J 1 4 t g
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**meneemeo tot TOME 3 iM9 5 SSH SH DCM M leet let tem N tee E EDE E ESE SE SSE SIM
- 5. 8.23 8.87 14.51 4.82 5.20 3.41 %.02 3.41 5.08 12.10 10.78 4.41 4.11 3.20 4.02 3.82 100.00 12, 8.25 8.87 14.51 4.82 5.20 3.41 4.02 3.41 5.08 12.10 10.78 4.41 4.11 3.20 4.02 3.82 100.00
- 15. 8.25 8.87 14.51 4.82 5.20 3.41 4.02 3.41 5.08 12.10 10.78 4.41 4.11 3.20 4.02 3.82 100.00
- 20. 5.25 8.87 14.51 4.82 5.20 3.41 4.02 3.41 5.08 12.10 10.78 4.41 4.11 3.20 4.02 3.82 200.00
- 25. 8.02 8.87 14.51 4.44 4.82 2.82 3.25 2.79 4.76 12.10 10.78 3.79 3.82 2.85 3.82 3.50 94.91
- 30. 7.31 8.55 14.13 3.91 4.14 2.38 2.41 2.17 4.17 11.52 9.96 3.17 3.03 2.35 3.29 3.29 85.78
- 35. 7.31 7.58 12.84 3.91 4.14 2.58 2.41 2.17 4.17 9.58 8.58 3.17 3.03 2.35 3.29 3.29 80.20
- 40. 6.73 7.58 12.84 3.44 1.58 2.12 2.00 2.12 3.88 9.58 8.58 3.03 2.85 2.23 3.03 3.08 76.64 C5. 6.14 7.58 12.84 2.85 3.29 1.94 1.65 1.88 3.53 9.58 8.58 2.70 2.61 1.91 2.56 2.59 72.21
- 50. 4.61 7.58 12.84 2.00 2.38 1.56 1.29 1.32 2.50 9.58 8.58 2.23 1.88 1.56 2.09 1.94 63.92
- 55. 4.05 7.58 12.84 1.67 2.17 1.47 1.26 1.25 2.35 9.58 8.58 2.12 1.76 1.41 1.88 1.67 61.65
- 60. 3.47 7.05 12.22 1.59 2.03 1.47 1.26 1.09 2.23 9.08 7.81 1.85 1.62 1.41 1.88 1.50 57.55
( 5. 3.47 6.67 11.49 1.59 2.03 1.47 1.26 1.C9 2.23 8.11 7.61 1.85 1.62 1.41 1.88 1.50 54.96
- 70. 2.91 6.32 11.22 1,29 1.79 1.47 1.26 0 '7 1.88 7.61 7.02 1.70 1,64 1.41 1.88 1.09 51.26
- 75. 2.91 5.82 10.58 1.29 1.79 1.41 1.12 0.97 1.88 6.74 6.40 1.70 1.44 1.29 1.38 1.09 47.85
- 80. 2.91 4.96 9.08 1.29 1,79 1.41 1.12 0.97 1.88 5.58 5.64 1.70 1.44 1,29 1.58 a.09 43.54
( 5. 2.91 4.70 8.49 1.29 1.79 1.05 0.79 0.97 1.88 5.41 5.26 1.70 1.44 1.00 0.85 1.09 40.60
- 90. 2.91 4.26 7.55 1.29 1.79 1.05 0.79 0.97 1.88 4.85 4.76 1.70 1.44 1.00 0.85 1.09 38.16
- 95. 2.91 4.00 7.17 1.29 1.79 1.03 0.79 0.97 1.88 4.67 4.55 1.70 1,44 1.00 0.85 1.09 37.15 100. 2.91 4.00 7.17 1.29 1.79 1.00 0.76 0,97 1.88 4.67 4.55 1.70 1.44 0.85 0.68 1.09 36.75 105. 2.91 3.88 6.79 1.29 1.79 1.0J 0.76 0.97 1.88 4.58 4.29 1.7e 1.44 0.85 0.68 1.09 35.69 113. 2.91 3.61 6.17 1.29 1.79 1.00 0.76 0.97 1.88 4.05 4.00 1 s0 1.44 0.85 0.68 1.09 34.19 115. 2.91 3.61 6.17 1.29 1.79 0.97 0.75 0.97 1.88 4.05 4.00 1.70 1.44 0.68 0.65 1.09 31.93 122. 2.76 3.61 6.17 1.18 1.73 0.97 0.73 0.85 1.70 4.05 4.00 1.07 1.41 0.68 0.68 0.65 1.09 33.25 0.65 1.09 33.25 125. 2.76 3.61 6.17 1.18 1.75 0.97 0.75 0.85 1.70 4.05 4.00 1.67 1.41 153. 2.76 3.61 6.17 1.18 1.75 0.97 0.68 0.85 1.70 4.05 4.00 1.67 1.41 0.56 0.59 1.09 35.02 135. 2.61 3.44 7.96 0.94 1.67 0.97 0.68 0.76 1.44 3.85 3.64 1.50 1.26 0.56 0.59 1.06 30.93 140. 2.61 3.44 5.96 0.94 1.67 0.97 0.68 0.76 1.44 3.85 3.64 1.50 1.26 0.56 0.59 1.06 30.93 145. 2.61 3.44 5.96 0.94 1.67 0.97 0.68 0.76 1.44 3.85 3.64 1.50 1.26 0.56 0.59 1.06 30.93 150. 2.61 3.44 5.96 0.94 1.67 0.97 0.68 0.76 1.44 3.85 3.64 1.50 1.26 0.56 0.59 1.06 30.93 155. 2.! w 3.44 5.96 0.73 1.53 0.85 0.53 0.75 1.35 3.85 3.64 1.3S 1.18 0.47 0.56 0.94 29.41 160. 2.26 3.44 5.96 0.73 1.53 0.85 0.53 0.71 1.35 3.85 3.64 1.38 1.18 0.47 0.56 0.94 29.41 1.20 3.85 3.64 1.20 0.97 0.47 0.56 0.76 28.05 155, 1.82 3.44 5.96 0.71 1.50 0.85 0.55 0.56 17A. 1.82 3.14 5.52 0.71 1.50 0.85 0.53 0.56 1.20 3.47 3.41 1.20 0.97 0.47 0.56 0.76 26.88 175. 1.82 3.14 5.52 0.71 1.50 0.68 0.41 0.56 1.20 3.o7 3.41 1.20 0.97 0.41 0.44 0.76 26.41 180. 1.82 2.56 4.58 0.71 1.50 0.59 b.32 0.56 1.20 2.97 2.85 1.20 0.97 0.26 0.58 0.76 23.24 185. 1.82 2.56 4.50 0.71 1.50 0.59 0.32 0.56 1.20 2.97 2.85 1.20 0.97 0.26 0.38 0.76 23.24 190. 1.82 2.56 4.58 0.71 1.50 0.59 0.32 0.56 1.20 2.97 2.85 1.20 0.97 0.26 0.58 0.76 23.24 1.20 2.97 2.85 1.20 0.97 0.26 0.38 0.76 23.24 195. 1.82 2.56 4.58 0.71 1.50 0.59 0.32 0.56 200. 1.59 2.56 4.58 0.65 1.58 0.59 0.32 0.50 1.00 2.97 2.85 1.05 0.88 G.26 0.58 0.71 22.24 215. 1.59 2.56 4.58 0.65 1.38 0.59 0.32 3.50 1.00 2.97 2.85 1.03 c.88 0.26 0.58 0.71 22.24 213. 1.59 2.20 4.11 0.65 1.38 0.55 0.29 0.50 1.00 2.76 2.56 1.05 0.88 0.15 0.26 0.71 20.59 215. 1.59 2.20 4.11 0.65 1.58 0.53 0,29 0.50 1.00 2.76 2.56 1.05 0.88 0.15 0.26 0.71 20.59 220. 1.59 2.20 4.11 0.65 1.38 0.53 0.29 0.50 1.00 2.76 2.56 1.03 0.88 0.15 0.26 0.71 20.59 225. 1.59 2.20 4.11 0.65 1.38 0.53 0.29 0.50 1.00 2.76 2.56 1.05 0.88 0.15 0.26 0.71 20.59 234. 1.38 2.20 4.11 0.53 1.32 0.53 0.29 0.47 0.85 2.76 2.56 0.82 0.73 0.15 0.26 0.50 19.48 19.48 235. 1.38 2.20 4.11 0.53 1.32 0.53 0.29 0.47 0.85 2.76 2.56 0.82 0.73 0.15 0.26 0.50 18.16 240. 1.58 1.94 3.61 0.55 1.32 0 55 0.29 0.47 0.85 2.44 2.32 0.82 0.73 0.15 0.26 0.50 245. 1.58 1.94 3.61 0.55 1.32 0.53 0.29 0.47 0.85 2.44 2.32 0.82 0.73 0.15 0.26 0.50 18.16 250. 1.38 1.94 3.41 0.53 1.32 0.53 0.29 0.47 0.85 2.44 2.32 0.82 0.75 0.15 0.26 0.50 18.16
naweeeeeeeeeeeeeeeeeeeeeemmeo PLLME RADIUS FREGUENCY TABLE ************ ::::::::::::::::::::::: CINCULAR pfLMANICA1. DRAFT COOLING TCMERS - CATAteA 90 CLEAR STT.T1tM SE ASCM FALL pqAXIttM eeneeseeemene eeeemeneeemenouemeseseemmene MIts FReg smusemeeeeeeeeeeeeener::::::::::::::ee . FROM N 9edE HE EtE E ESE SE S*.E S SSH *M
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4M3 S SOM $M MGM M peM 964 feet (4 804E lE ENE E ESE SE SSE StM
- 50. 8.10 6.95 9.79 2.96 3.10 2.38 2.96 2.91 4.50 12.77 14.24 6.35 6.83 5.63 5.12 5.41 100.00 100. 8.10 6.95 9.79 2.96 3.10 2.38 2.96 2.91 4.50 12.77 14.24 6.35 6.83 5.63 5.12 5.41 200.00 150. 8.10 6.90 9.74 2.79 2.93 2,19 2.82 2.82 4.31 11.76 13.42 6.30 6.59 5.60 5.10 5.56 96.75 200. 6.01 6.90 9.69 1.88 1.64 1.66 1.88 1.61 2.57 11.59 13.25 4.28 4.93 4.66 4.38 3.82 80.72 250. 5.31 5.94 8.22 1.66 1.37 0.70 0.99 1.42 2.09 8.49 9.55 3.90 4.26 2.?6 2.33 3.25 61.72 300. 5.00 5.94 8.22 1.56 1.23 0.65 0.75 1.32 2.02 8.49 9.55 3.61 3.97 1.92 1.76 2.86 58.81 350. 5.00 5.79 8.01 1.56 1.25 0.63 0.75 1.32 2.02 7.93 8.85 3.61 3.97 1.92 1.76 2.86 57.20 3.97 1.59 1.51 2.86 56.45 400. 5.00 5.79 8.01 1.56 1.25 0.53 0.67 1.32 2.02 7.93 8.85 3.61 1 (50. 5.00 5.65 7.93 1.56 1.23 0.53 0.67 1.32 2.02 7.69 8.46 3.61 3.97 1.59 1.51 2.86 55.61 d
500. 5.00 5.56 7.57 1.56 1.23 0.53 0.67 1.32 2.02 7.12 7.96 3.61 3.97 1.59 1.51 2.86 53.88 550. 5.00 5.56 7.57 1.56 1.23 0.53 0.67 1.32 2.02 7.12 7.96 3.61 3.97 1.59 1.51 2.86 53.88 600. 5.00 5.56 7.57 1.56 1.25 0.53 0.67 1.32 2.02 7.12 7.96 3.61 3.97 1.59 1.51 2.86 53.88 C SS. 5.G0 5.56 7.57 1.56 1.23 0.53 0.67 1.32 2.02 7.12 7.96 3.61 3.97 1.59 1.51 2.86 53.88 700. 5.00 5.56 7.57 1.56 1.23 0.53 0.67 1.32 2.02 7.12 7.96 3.61 3.97 1.59 1.51 2.86 53.88 750. 5.00 5.56 7.57 1.56 1.23 0.53 0.67 1.32 ?.02 7.12 7.96 3.61 3.97 1.59 1.51 2.66 53.88 800. 5.00 5.56 7.57 1.56 1.23 0.53 0.67 1.32 2.02 7.12 7.96 3.61 3.97 1.59 1.51 2.86 53.88 8 50. 5.00 5.36 7.57 1.56 1.23 0.53 0.67 1.32 2.02 7.12 7.96 3.61 3.97 1.59 1.51 2.86 53.88 900. 5.00 5.36 7.57 1.56 1.25 0.53 0.67 1.32 2.02 7.12 7.96 3.61 3.97 1.59 1.51 2.86 53.88 0.67 1.32 2.02 6.78 7.65 3.61 3.97 1.59 1.51 2.86 52.75 950, 5.00 5.10 7.36 1.56 1.23 0.53 2.86 51.57 1000. 5.00 4.88 7.17 1.56 1.23 0.53 0.67 1.32 2.02 6.40 7.26 3.61 3.97 1.59 1.51 1050. 5.00 4.88 7.17 1.56 1.23 0.53 0.67 1.32 2.02 6.40 7.26 3.61 3.97 1.59 1.51 2.86 51.57 4 1100. 5.00 4.88 7.17 1.56 1.25 0.41 0.63 1.32 2.02 6.40 7.26 3.61 3.97 1.32 1.20 2.86 50.83 1150. 5.00 4.69 6.80 1.56 1.23 0.41 0.63 1.32 2.02 5.89 6.85 3.61 3.97 1.32 1.20 2.86 49.36 1200. 5.00 4.69 6.80 1.56 1.23 0.41 0.63 1.32 2.02 5.89 6.85 3.61 3.97 1.32 1.20 2.86 49.36 1250. 4.38 4.69 6.80 1.37 1.11 0.41 0.63 1.20 1.90 5.89 6.85 3.39 3.87 1.32 1.20 2.55 47.51 1300. 4.38 4.69 6.80 1.37 1.11 0.41 0.63 1.20 1.90 5.89 6.85 3.39 3.82 1.32 1.20 2.55 47.51 1350. 4.38 4.69 6.80 1.37 1.11 0.41 0.63 1.20 1.90 5.89 6.85 3.39 3.82 1.32 1.20 2.55 47.51 1400. 3.94 4.69 6.80 1.20 1.08 0.41 0.63 1.13 1.76 5.89 6.85 3.13 3.53 1.32 1.20 2.09 45.66 1450. 3.94 4.69 6.80 1.20 1.08 0.41 0.63 1.13 1.76 5.89 6.85 3.13 3.53 1.32 1.20 2.09 45.66 1500. 3.61 4.69 6.80 1.03 1.05 0.41 0.63 0.96 1.64 5.89 6.85 2.81 3.27 1.32 1.20 1.66 43.81 1.20 1.66 43.81 1550. 3.61 4.69 6.80 1.05 1.05 0.41 0.63 0.96 1.64 5.89 6.85 2.81 3.27 1.32 1,66 42.34 1600. 3.61 4.47 6.37 1.03 1.05 0.41 0.63 0.96 1.64 5.43 6.49 2.81 3.27 1.32 1.20 1.( , 39.53 F&50. 3.61 3.40 5.94 1.03 1.05 0.36 0.60 0.96 1.64 4.88 5.89 2.81 3.27 1.01 0.94 3.61 3.90 5.94 1.05 1.05 0.36 0.60 0.96 1.64 4.88 5.89 2.81 3.27 1.01 0.94 1.es 39.53 1700. 1.27 37.29 1750. 3.15 3.90 5.94 0.91 0.94 0.36 9.60 0.84 1.49 4.88 5.89 2.38 2.79 1.01 0.94 1800. 3.15 3.90 5.94 0.91 0.94 0.36 te.60 0.84 1.49 4.88 5.89 2.38 2.79 1.01 0.94 1.27 37.29 1050. 3.15 3.65 5.05 0.91 0.94 0.36 0.60 U.84 1,49 4.28 5.31 2.38 2.79 1.01 0.94 1.27 34.98 1900. 3.15 3.65 5.05 0.91 0.94 0.36 0.60 0.84 1.49 4.28 5.31 2.38 2.79 1.01 0.94 1.27 34.98 1950. 3.15 3.65 5.05 0.91 0.94 0.36 0.60 0.84 1.49 4.28 5.31 2.38 2.79 1.01 C 94 1.27 34.98 3.15 3.65 5.05 0.91 0.94 0.36 0.60 0.84 1.49 4.28 5.31 2.38 2.79 1.01 0.94 1.27 34.98 2000. 1.27 32.24 2050. 3.25 3.13 4.47 0.91 0.94 0.31 0.48 0.84 1.49 3.70 4.83 2.38 2.79 0.84 0.70 0.48 0.79 1.35 3.70 4.83 2.21 2.45 0.84 0.70 0.91 30.54 2100. 2.64 3.13 4.47 0.87 0.84 0.31 2.21 2.45 0.84 0.70 0.91 30.54 2150. 2.64 3.13 4.47 0.87 0.84 0.31 0.48 0.79 1.35 3.70 4.83 30.54 2200. 2.64 3.13 4.47 0.87 0.84 0.31 0.48 0,79 1.35 3.70 4.83 2.21 2.45 0.84 0.70 0.91 0.48 0.79 1.35 3.70 4.83 2.21 2.45 0.84 0.70 0.91 30.54 2250. 2.64 1.13 4.47 0.87 0.84 0.31 2300. 2.64 3.13 4.47 0.87 0.84 0.31 0.48 0.79 1.35 3.70 4.83 2.21 2.45 0.84 0.70 0.91 30.54 2.21 2.45 0.84 0.70 0.91 30.54 2350. 2.64 3.13 4.47 0.87 0.84 0.31 0 48 0.79 1.35 3.70 4.83 2400. 2.64 3.13 4.47 0.87 0.84 0.31 0.*8 0.79 1.35 3.70 4.83 2.21 2.45 0.84 0.70 0.91 30.54 2.64 2.81 3.75 0.87 0.84 0.31 0.48 0.79 1.35 3.01 4.16 2.21 2.45 0.84 0.70 0.91 28.13 2450. 2500. 2.64 2.81 3.75 0.87 0.84 0.31 0.48 0.79 1.35 3.01 4.16 2.21 2.45 0.84 0.70 0.91 28.13
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oomeeeeeeeeeeeeeeeeeeeeeeeeeeeeemene PLUME LENGTH FREQUEf4CY taste *** ume* es :::::r::::::::::::wasee CIRCULAR MECHANICAL DRAF7 CODLING TOMER3 - Cf TAMBA NUCLEAR CT.* TION SEA *.XNrMINTEJ O PTANM hes m m uewonea m eseeee m m emmeseemmenem MIpe FRm esseeeeeeeeeeeeeeeeer::::::::::::::::::::::::: (ROM N de4E NE ENE E ESE SE SSE 5 SON ML4 M teet 904 SLM TC ee neeuweeseme*e eemosome*eeeeeeeeeeeeeeeee PLLAf HE ADED emmee .SMseen. seeeeeeeeeeeee mme feet eeeeeeeee iHI S SSN 34 NGM M 94 94 944 feet N pe4E NE ENE E ESE SE SSE SUN 2550. 2.M 2.81 3.75 0.87 0.84 0.31 0.48 0.79 1.35 3.01 4.16 2.21 2.45 0.84 0.70 0.91 28.13 2600. 2.M 2.81 3.75 0.87 0.84 0.31 0.48 0.79 1.35 3.01 4.16 2.21 2.45 0.84 0.70 0.91 28.13 2650, 2.M 2.81 3.75 0.87 0.84 0.31 0.48 0.79 1.35 3.01 4.16 2.21 2.45 0.84 0.70 0.91 28.13 2700. 2. M 2.81 3.75 0.87 0.84 0.31 0.48 0.79 1.35 3.01 4.16 2.21 2.45 0.84 0.70 0.91 28.13 2750. 2.M 2.81 3.75 0.87 0.84 0.31 0.48 0.79 1.35 3.01 4.16 2.21 2.45 0.84 0.70 0.91 28.13 2800. 2.M 2.81 3.75 0.87 0.84 0.31 0.48 0.79 1.35 3.01 4.16 2.21 2.45 0.84 0.70 0.91 28.13 2850. 2.M 2.81 3.75 0.87 0.84 0.31 0.48 0.79 1.35 3.01 4.16 2.21 2.45 0.84 0.70 0.91 28.13 2900. 2.31 2.81 3.75 0.70 0.70 0.31 0.48 0.60 1.20 3.01 4.16 1.90 2.09 0.84 0.70 3.75 26.30 2950. 2.31 2.81 3.75 0.70 0.70 0.31 0.48 0.60 1.20 3.01 4.16 1.90 2.09 0.84 0.70 0.75 26.30 3000. 2.31 2.81 3.75 0.70 0.70 0.31 0.48 0.60 1.20 3.01 4.16 1.90 2.09 0.84 0.70 0.75 26.30 3050. 2.31 2.81 3.75 0.70 0.70 0.31 0.48 0.60 1.20 3.01 4.16 1.90 2.09 0.84 0.70 0.75 26.30 3100. 2.31 2.81 3.75 0.70 0.70 0.31 0.48 0.60 1.20 3.01 4.16 1.90 2.09 0.84 S.70 0.75 26.30 31M. 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 i 3200. 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3250, 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3300. 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3350 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3400. 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3450. 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3500. 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3550. 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3600. 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3650. 2.31 2.38 3.20 0.70 0.70 0.31 0.48 0.60 1.20 2.57 3.58 1.90 2.09 0.84 0.70 0.75 24.31 3700. 2.16 2.38 3.20 0.58 0.46 0.31 0.48 0.55 0.% 2.57 3.58 1.39 1.64 0.84 0.70 0.60 22.41 3750, 2.16 2.38 3.20 0.58 0.46 0.31 0.48 0.55 0.96 2.57 3.58 1.39 1.M 0.84 0.70 0.60 22.41 3800. 2.16 2.38 3.20 0.58 0.46 0.31 0.48 0.55 0.% 2.57 3.58 1.39 1.M 0.84 0.70 0.60 22.41 3850. 2.16 2.38 3.?O 0.58 0.46 0.31 0.48 0.55 0.96 2.57 3.58 1.39 1.64 0.84 0.70 0.60 22.41 3900. 2.16 2.04 2.72 0.58 0.*4 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98 3950. 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98 4000. 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98 4050, 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98 4100. 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98 C150. 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.64 0.84 0.70 0.60 19.98 C200. 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98 C250, 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.64 0.84 0.70 0.60 19.98 C300. 2.16 2.C4 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98
%50. 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98 4400. 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98 4450. 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1.M 0.84 0.70 0.60 19.98 <$00, 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1. M 0.84 0.70 0.60 19.98 C550, 2.16 2.04 2.72 0.58 0.46 0.31 0.48 0.55 0.96 1.97 2.57 1.39 1. M 0.84 0.70 0.60 19.98 4600. 1.83 2.04 2.72 0.46 0.43 0.31 0.48 0.38 0.55 1.97 2.57 1.11 1.32 0.S4 0.70 0.43 18.15 4650. 1.83 2.04 2.72 0.46 0.43 0.31 0.48 0.38 0.55 1.97 2.57 1.11 1.32 0.84 0.70 0.43 18.15 4700. 1.83 2.04 2.72 0.46 0.43 0.31 0.48 0.38 0.55 1.97 2.57 1.11 1.32 0.84 0.70 0.43 18.15 4750. 1.83 2.04 2.72 0.41 0.43 0.31 0.48 0.38 0.55 1.97 2.57 1.11 1.32 0.84 0.70 0.43 18.15 4800. 1.83 2.04 2.72 0.** 0.43 0.31 0.48 0.38 0.55 1.97 2.57 1.11 1.52 0.84 0.70 0.43 18.15 4850 1.83 2.04 2.72 0.46 0.43 0.31 0.48 0.38 0.55 1.97 2.57 1.11 1.32 0.84 0.70 0.43 18.15 4900. 1.83 2.04 2.72 0.46 0.43 0.31 0.48 0.38 0.55 1.97 2.57 1.11 1.32 0.84 0.70 0.45 18.15 4950. 1.83 2.04 2.72 0.46 0.43 0.31 0.48 0.38 0.55 1.97 2.57 1.11 1.32 0.84 0.70 0.43 18.15 5000. 1.83 2.04 2.72 0.46 0.45 0.31 0.48 0.38 0.55 1.97 2.57 1.11 1.32 0.84 0.70 0.43 18.15
eeeeeeesse*eeeeeemeenmeeeeeeeessee PLLNE HEIGHT FREGUEICY TABLE ********eweee*:::::::::::::::::::::: CIRCULAR MECHANICAL DRAFT COOLING TS4ERS - CATApSA NUCLEAR STf.T1tM SE ASONrMINT ER
- ee.
- m e HEIGHT **** m m ***** m u m ** u*e**************** MIts FROM e
- m e m *eMGM . m m wee m ee m Dett D444 SUN FRCH N 994E NE ENE E ESE SE SSE S $$M SM M 944 YtBEJ **eeseeseeeeeee m ene m e**eseeme*********** PLtsf HE ADE O e me***o****e** ***********meeme**m**eme GMB $ SSH SM SCM M Beed led feet N DOE DE LSE E ESE SE SSE Stat
- 13. 8.10 6.95 9.79 2.96 3.10 2.38 2.96 7.91 4.50 12.77 14.24 6.35 6.85 5.63 5.12 5.41 100.00
- 23. 8.10 6.95 9.79 2.96 3.10 2.58 2.96 2.91 4.50 12.77 14.24 6.55 6.85 5.65 5.12 5.41 200.00
- 30. 8.10 6.95 9.79 2.96 5.10 2.58 2.96 2.91 4.50 12.77 14.24 6.35 6.A3 5.63 5.12 5.41 100.00
- 40. 8.10 6.95 9.79 2.96 3.10 2.38 2.96 2.91 4.50 12.77 14.24 6.35 6.83 5.65 5.12 5.41 100.00
- 50. 8.10 6.95 9.79 2.96 3.10 2.38 2.96 2.91 4.50 12.77 14.24 6.30 6.81 5.63 5.12 5.41 99.95
- 60. 8.10 6.95 9.79 2.96 5.10 2.38 2.96 2.91 4.50 12.75 11.*2 6.30 6.81 5.65 5.12 5.41 99.59
- 70. 8.10 6.95 9.79 2.96 3.10 2.38 2.96 2.91 4.50 12.75 13.92 6.50 6.81 5.65 5.12 5.41 99.59 5.63 5.12 5.41 99.37
- 80. 8.10 6.95 9.79 2.96 3.10 2.28 2.91 2.89 4.47 12.75 13.92 6.28 6.28 6.81 6.81 5.63 5.12 5.41 97.45
- 90. 8.10 6.90 9.74 2.96 3.10 2.28 2.91 2.89 4.47 11.74 15.11 100. 7.53 6.90 9.72 2.55 2.60 2.12 2.79 2.45 3.70 11.64 15.08 E.58 6.20 5.60 5.10 5.05 92.62 119. 6.01 6.90 9.72 1.88 1.64 1.80 2.36 1.61 2.57 11.64 15.08 4.28 4.93 2.89 5.29 4.64 3.82 82.17 2.67 3.82 75.65 120. 6.01 6.90 9.69 1.88 1.64 0.94 1.15 1.61 2.57 11.62 11.06 4.28 4.93 150. 6.01 6.90 9.69 1.88 1.64 0.79 0.96 1.61 2.57 11.62 13.06 4.28 4.95 '2.52 2.36 3.82 74.64 4
140. 6.01 6.59 9.35 1.88 1.64 0.79 0.96 1.61 2.57 10.90 12.17 4.28 4.93 2.19 2.52 2.36 3.82 72.38 2.16 3.56 64.05 150. 5.67 6.06 8.44 1.78 1.44 0.65 0.87 1.51 2.40 3.75 9.91 4.04 4.64 5.31 5.94 8.22 1.66 1.57 0.65 0.87 1.42 2.09 8.49 9.55 3.*0 4.26 2.19 2.16 3.25 61.31 s~ 160. 170. 5.00 5.94 8.22 1.56 1.25 0.65 0.87 1.32 2.02 8.49 9.55 3.61 3.97 2.19 2.16 2.86 59.65 180. 5.00 5.94 8.22 1.56 1.25 0.65 0.75 1.32 2.02 8.49 9.55 3.61 3.97 1.92 1.76 2.86 58.81 190. 5.00 5.94 8.22 1,56 1.23 0.65 0.75 1.32 2.02 8.49 9.55 3.61 3.97 1.92 1.76 2.86 58.81 200. 5.00 5.94 8.22 1.56 1.25 0.65 0.75 1.32 2.02 8.49 9.55 3.61 3.97 5.97 1.92 1.76 2.86 58.81 5.00 5.79 8.01 1.56 1.23 0.65 0.75 1.32 2.02 7.95 8.85 3.61 3.97 1.92 1.76 2.86 57.20 213. 1.76 2.86 57.20 220. 5.00 5.79 8.01 1.56 1.25 0.63 0.75 1.52 2.02 7.95 8.85 3.61 3.97 1.92 1.92 1.76 2.86 57.20 230. 5.00 5.79 8.01 1.56 1.23 0.65 0.75 1.32 2.02 7.95 8.85 3.61 240. 5.00 5.79 8.01 1.56 1.23 0.63 0.75 1.52 2.02 7.93 8.85 3.61 3.97 1.92 1.76 2.86 2.8657.20 56.45 250. 5.00 5.79 8.01 1.56 1.25 0.55 0.67 1.32 2.02 7.95 8.85 3.61 3.97 1.59 1.51 260. 5.00 5.60 7.84 1.56 1.25 0.55 0.67 1.32 2.02 7.81 8.58 3.61 3.97 1.59 1.51 2.86 55.71 270. 5.00 5.46 7.77 1.56 1.25 0.53 0.67 1.32 2.02 7.57 8.20 3.61 5.97 1.59 1.51 2.86 54.87 280. 5.00 5.46 7.77 1.56 1.25 0.55 0.67 1.52 2.02 7.57 8.20 3.61 3.97 1.59 1.51 2.86 54.87 5.00 5.46 7.77 1.56 1.25 0.45 0.67 1.52 2.02 7.57 8.20 3.61 3.97 1.54 1.51 2.86 54.72 290. 1.51 2.86 52.99 300. 5.00 5.17 7.41 1.56 1.25 0.45 0.67 1.32 2.02 7.00 7.69 3.61 3.97 1.54 313. 4.85 5.17 7.41 1.51 1.18 0.43 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.54 1.51 2.86 52.27 323. 4.83 5.17 7.41 1.51 1.18 0.45 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.54 1.51 2.86 52.27 7.69 3.44 3.90 1.54 1.51 2.86 52.27 350. 4.85 5.17 7.41 1.51 1.18 0.45 0.67 1.27 1.85 7.00 4.85 5.17 7.41 1.51 1.18 0.43 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.54 1.51 2.86 52.27 340. 1.54 1,51 2.86 52.27 350. 4.85 5.17 7.41 1.51 1.18 0.45 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.18 0.45 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.54 1.51 2.86 52.27 360. 4.85 5.17 7.41 1.51 370. 4.85 5.17 7.41 1.51 1.18 0.43 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.54 1.51 2.86 52.27 1.54 1.51 2.86 52.27 380. 4.85 5.17 7.41 1.51 1.18 0.45 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.54 1.51 2.86 52.27 390. 4.83 5.17 7.41 1.51 1.18 0.43 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.51 1.18 0.45 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.54 1.51 2.86 52.27 400. 4.81 5.17 7.41 7.69 3.44 3.90 1.54 1.51 2.86 52.27 C19. 4.85 5.17 7.41 1.51 1.18 0.41 0.67 1.27 1.85 7.00 5.17 7.41 1.51 1.18 0.43 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.54 1.51 2.86 52.27 C23. 4.85 7.69 3.44 3.90 1.54 1.51 2.86 52.27 450. 4.85 5.17 7.41 1.51 1.18 0.45 0.67 1.27 1.85 7.00 4.85 5.17 7.41 1.51 1.18 0.45 0.67 1.27 1.85 7.00 7.69 3.44 3.90 1.54 1.51 2.86 52.27 440. 7.69 3.44 3.90 1.54 1.51 2.86 52.27 4 50. 4.85 5.17 7.41 1.51 1.18 0.43 0.67 1.27 1.85 7.00 2.86 52.18 460. 4.85 5.17 7.38 1.51 1.18 0.45 0.67 1.25 1.85 7.00 7.65 3.44 3.90 1.54 1.51 3.44 3.90 1.51 1.51 2.86 48.52 470. 4.85 4.40 6.59 1.51 1.18 0.45 0.67 1.25 1.25 1.85 1.85 5.94 3.49 6.64 4.42 3.44 3.90 1.51 1.51 2.86 40.18 480, 4.85 2.86 4.45 1.51 1.18 0.45 0.67 4 90. 4.85 2.86 4.45 1.51 1.18 0.22 0.48 1.25 1.85 3.49 4.42 3.44 3.90 0.77 0.70 2.86 38.21 34.36 500. 4.50 2.45 3.90 1.35 1.13 0.22 0.48 1.08 1.75 3.05 3.85 3.13 3.63 0.77 0.70 2.43
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- 11. 8.10 6.95 9.79 2.96 3.10 2.38 2.96 2.91 4.50 12.77 14.24 6.35 6.83 5.63 5.12 5.41 100.00
- 15. 8.10 6.95 9.79 2,96 3.10 2.38 2.96 2.91 4.50 12.77 14.24 6.35 6.85 5.63 5.12 5.41 100.00
- 20. 8.10 6.95 9.79 2.96 3.30 2.38 2.96 2.91 4.50 12.77 14.24 6.35 6.83 5.63 5.12 5.41 100.00
- 25. 8.10 6.95 9.79 2.96 1.10 2.28 2.91 2.89 4.47 12.77 14.24 6.28 6.81 5.63 5.12 5.41 99.71 30, 8.10 6.93 9.79 2.79 2.93 2.12 2.79 2.84 4.31 12.34 13.66 6.28 6.57 5.60 5.10 5.36 97.50
- 33. 8.10 6.90 9.72 2.79 2.93 2.12 2.79 2.84 4.31 11.64 13.08 6.28 6.57 5.60 5.10 5.56 96.13
- 40. 7.89 6.90 9.72 2.67 2.69 1.95 2.57 2.52 4.06 11.64 13.08 6.04 6.40 5.51 5.00 5.24 93.88
- 45. 7.60 a.90 9.72 2.43 2.38 1.80 2.28 2.19 3.70 11.64 13.08 5.60 5.99 5.10 4.76 5.10 90.27
- 50. 6.12 6.90 9.72 2.07 1.85 1.51 1.78 1.78 2.84 11.64 13.08 4.62 5.34 4.33 4.18 4.38 82.53
- 55. 6.08 6.90 9.72 1.97 1.80 1.37 1.64 1.71 2.67 11.64 13.08 4.42 5.19 4.11 4.02 4.06 80.39
- 60. 5.67 6.88 9.55 1.78 1.44 1.37 1.64 1.51 2.40 11.35 12.65 4.04 A.64 4.11 4.02 3.56 76.61
.5. 5.67 6.73 9.28 1.78 1.44 1.37 1.64 1.51 2.40 10.87 12.14 4.04 4.64 4.11 4.02 3.56 75.21
- 70. 5.00 6.66 9.16 1.56 1.23 1.37 1.64 1.32 2.02 10.41 11.78 3.61 3.97 4.11 4.02 2.86 70.71
- 75. 5.00 6.47 8.e7 1.56 1.23 1.25 1.44 1.32 2.02 9.69 11.11 3.61 3.97 3.51 3.37 2.86 67.27
- 80. 5.00 5.94 8.22 1.56 1.23 1.25 1.44 1.32 2.02 8.49 9.55 3.61 3.97 3.51 3.37 2.86 63.33
- 85. 5.00 5.79 8.01 1.56 1.23 0.77 0.89 1.32 2.02 7.93 8.85 3.61 3.97 2.26 2.40 2.86 58.47
- 90. 5.00 5.36 7.57 1.56 1.23 0.77 0.89 1.32 2.02 7.12 7.96 3.61 3.97 2.26 2.40 2.86 55.90
- 95. 5.G0 5.10 7.36 1.56 1.23 0.77 0.89 1.32 2.02 6.78 7.65 3.61 3.97 2.26 2.40 2.86 54.77 100. 5.00 5.10 7.36 1.56 1.23 0.65 0.84 1.32 2.02 6.T8 7.65 3.61 3.97 2.00 2.09 2.86 54.03 105. 5.00 4.88 7.17 1.56 1.25 0.65 0.84 1.52 2.02 6.40 7.26 3.61 3.97 2.00 2.09 2.86 52.85 113. 5.00 4.69 6.80 1.56 1.23 0.65 0.84 1.32 2.02 5.89 6.85 3.61 3.97 2.00 2.09 2.86 51.38 113, 5.00 4.69 6.80 1.56 1.23 0.55 0.82 1.32 2.02 5.89 6.85 3.61 3.97 1.68 1.51 2.46 2.86 50.37 a 120. 4.83 4.69 6.80 1.51 1.18 0.55 0.82 1.27 1.85 5.89 6.85 3.44 3.90 1.68 1.51 2.86 49.65 49.65 12%. 4.83 4.69 6.80 1.51 1.18 0.55 0.82 1.27 1.85 5.89 6.85 3.44 3.90 1.68 1.51 2.86 49.51 130. 4.83 4.69 6.80 1.51 1.18 0.46 0.82 1.27 1.85 5.89 6.85 3.44 3.90 1.6% 1.51 135. 4.21 4.50 6.64 1.32 1.06 0.46 0.82 1.15 1.73 5.77 6.59 3.22 3.75 1.64 1.51 2.55 46.91 140. 4.21 4.50 6.64 1.32 1.06 0.46 0.82 1.15 1.75 5.77 6.59 3.22 3.75 1.64 1.51 2.55 46.91 145. 4.21 4.50 6.64 1.32 1.06 0.46 0.82 1.15 1.73 5.77 6.59 3.22 3.75 1.64 1.51 2.55 46.91 l 1 50, 4.21 4.50 6.64 1.32 1.06 0.46 0.82 1.15 1.73 5.77 6.59 3.22 3.75 1.64 1.51 2.55 46.91 155. 3.77 4.50 6.64 1.15 1.03 0.36 0.75 1.08 1.59 5.77 6.59 2.96 3.46 1.35 1.37 2.09 44.46 160. 3.77 4.50 6.64 1.15 1.03 6.36 0.75 1.08 1.59 5.77 6.59 2.96 3.46 1.35 1.37 2.09 44.46 1.66 42.61
!! 5. 3.44 4.50 6.64 0.99 0.99 0.36 0.75 0.91 1.47 5.77 6.59 2.64 3.20 1.35 1.37 1.66 41.14 i
170. 3.44 4.28 6.20 0.99 0.99 0.36 0.75 0.91 1.47 5.31 6.23 2.64 3.20 1.35 1.37 175. 3.44 4.28 6.20 0.99 0.99 0.31 0.63 0.91 1.47 5.31 6.23 2.64 3.20 1.27 1.20 1.66 40.75 180. 3.44 3.46 4.88 0.99 0.99 0.26 0.60 0.91 1.47 4.16 5.05 2.64 3.20 0.96 0.94 1.66 35.61 185. 3.44 3.46 4.88 0.99 0.99 0.26 0.60 0.91 1.47 4.16 5.05 2.64 3.20 0.96 0.94 1.66 35.61 1 90. 3.44 3.46 4.88 0.99 0.99 0.26 0.60 0.91 1.47 4.16 5.05 2.64 3.20 0.96 0.94 1.66 35.61 1 95. 3.64 3.46 4.88 0.99 0.99 0.26 0.60 0.91 1.47 4.16 5.05 2.64 3.20 0.96 0.94 1.66 35.61 200. 2.98 3.46 4.88 0.87 0.89 0.26 0.60 0.79 1.32 4.16 5.05 2.21 2.72 0.96 0.94 1.27 33.37 205. 2.98 3.46 4.88 0.87 0.89 0.26 0.60 0.79 1.32 4.16 5.05 2.21 2.72 0.96 0.94 1.27 33.37 213. 2.98 2.93 4.30 0.87 0.89 0.22 0.48 0.79 1.32 3.58 4.57 2.21 2.72 0.79 0.70 1.27 30.65 213. 2.98 2.93 4.30 0.87 0.89 0.22 0,48 0.79 1.32 3.58 4.57 2.21 2.72 0.79 0.70 1.27 30.63
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220. 2.98 2.93 4.30 0.87 0.89 0.22 0.48 0.79 1.32 3.58 4.57 2.21 2.72 0.79 0.70 1.27 30.63 225. 2.98 2.93 4.30 0.87 0.89 0.22 0.48 0.79 1.32 3.58 4.57 2.21 2.72 0.79 0.70 1.27 30.63 230. 2.48 2.95 4.30 0.82 0.79 0.22 0.48 0.75 1.18 3.58 4.57 2.04 2.38 0.79 0.70 0.91 28.93 0.82 0.79 0.22 0.48 0.75 1.18 3.58 4.57 2.04 2.38 0.79 0.7e 0.91 23.93 235. 2.48 2.93 4.30 2.38 0.79 0.70 0.91 T6.52 4 240. 2.48 2.62 3.58 0.82 0.79 0.22 0.48 0.75 1.18 2.89 3.90 2.04 245. 2.48 2.62 3.58 0.82 0.79 0.22 0.48 0.75 1.18 2.89 3.90 2.04 2.38 0.79 0.70 0.91 26.52 250. 2.48 2.62 3.58 0.82 0.79 0.22 0.48 0.75 1.18 2.89 3.90 2.04 2.38 0.79 0.70 0.91 26.52 r
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