ML20245K744
| ML20245K744 | |
| Person / Time | |
|---|---|
| Site: | Oyster Creek |
| Issue date: | 06/06/1989 |
| From: | Wolf K GENERAL PUBLIC UTILITIES CORP. |
| To: | |
| Shared Package | |
| ML20245K658 | List: |
| References | |
| 9300-ADM-4010.0, NUDOCS 8907050240 | |
| Download: ML20245K744 (90) | |
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> + V' Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 Applicability / Scope Responsible Office All GPUN Employees Rad Con 9300 This document is within QA Plan scope X Yes No Effective Date Safety Reviews required X Yes N
._- (06/06/89) 06/16/89 l Prior Revision 2 incorporated the This Revision 3 incorporates the following Temporary Changes: following Temporary Changes:
N/A N/A l
List of Effective Pages !
Page Revision Page Revision Page Revision 1.0 3 17.0 3 33.0 3 2.0 0 18.0 3 34.0 3 i 3.0 3 19.0 3 35.0 3 l 4.0 3 20.0 3 36.0 2 5.0 2 21.0 3 37.0 3 6.0 3 22.0 3 38.0 3 7.0 3 23.0 2 39.0 3 8.0 3 24.0 2 40.0 3 9.0 3 25.0 2 41.0 3 10.0 3 26.0 3 42.0 3 11.0 3 27.0 2 43.0 3 12.0 3 28.0 2 44.0 3 13.0 3 29.0 2 45.0 3 14.0 3 30.0 3 46.0 3 15.0 3 31.0 2 47.0 3 16.0 3 32.0 2 gg.0; g @g d[,
This Docurnom Wili Nr Bo Kept up To Date DCCova" CMI' Signature Concurring Organizational Element Date Oriainator ( L.2#.K//ye Radiological Enaineerina 6 /s H Concurred ,// ,,
By n JNo.of Emergency Preparedness Ir//,/H
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VIptnt.a 4 - (4Eullith Environmental Controls 6/6/F'l
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Radiological Engineering Manager G/G/R9 A proved XL. J_' Radiological Controls Director L L sni c25 o >
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0YSTER CREEK RADIOLOGICAL CONTROLS Number Nuclear POLICY.AND PROCEDURE MANUAL 9300-ADM-4010.03 Title - Revision No. <
Oyster Creek Emergency Dose Calculation Manual _ o 9
List of Effective Pages Page Revision Page Revision El-1 0 El-22 0 El-2 0 El-23 0 El-3 0 El-24 -0 El-4 0 El-25 0 El-5 0 El-26 0 El-6 0 El-27 0 El-7 0 El-28 0-El-8 0 El-29 0 El-9 0 El-30 0 El-10 0- El-31 0' El-11 0 El-32 'O El-12. O El-33 0 El-13 0 El-34 0 l El-14 0 El-35 0 El-15 0 El-36 0 El-16 0 El-37 0 El 0 El-38 0 El-18 0 El-39 0 El-19' 0 El-40 0 El-20 0 El-41 0 El-21 0 El-42 0 entzo*>
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' UClear OYSTER CREEK RADIOLOGICAL CONTROLS' POLICY-AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3
.0yster Creek Emergency Dose Calculation Manual (EDCM)
Table of Contents te Section Page s
' 1.0 Purpose............................................................ 4 2.0 Applicability / Scope................................................ 4 3.0 Definitions........................................................ 5 4.0 Policy..............<.............................................14 5.0 Prerequisites..................................................... 14 6.0 P r e c au t i on s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 7.0 Procedure......................................................... 15 7.1 Source Term Calculations................................... 15 7.2 Isotopic Data Ava11able..................................... 17 7.3 RAGEMS Ma i n Stack Moni tor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 7.4 RAGEMS Turbine Building Stack Monitor...................... 19.
7.5 ne termination of Isotopic Concentrations................... 20 7.6 Ground Level Rel e a s e Data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3 7.7 Contingency Source Terms................................... 24 7.8 Release Point and Discharge Flow Rate...................... 26 7.9 Me teorol og i c a l Da t a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 8 7.10 Do s e Ca l c u l a t i on s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 7.11 Field Iodine Calculation................................... 43 3 7.12' Protective Action Recommendation (PAR) Logic............... 54 !
y' 8.0 Responsibilities.................................................. 56 i
9.0 References.................. ..................................... 56 :
Exhibits A. Shine Computation Factors.....................................A-1 (27207) 3g !
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4 e Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3' l.0 PURPOSE The purpose of this manual is to provide a document that describes the assumptions and methodology used in the current Oyster Creek Radiological Assessment Computer Program (RACP). This includes calculating projected offsite doses from releases of radioactive material to the environment in accident conditions upon implementation of the Emergency Plan. As such, this document describes methods of projecting offsite doses during emergencies or for training purposes. .
1 Indications of these releases may result from Radiation Monitoring l System (RMS) readings, onsite or offsite sample results, or contingency calculation if RMS and sample results are not available. These dose projections are performed utilizing an IBM compatible computer and the l3 current version of the RACP. The Radiological Assessment Coordinator, (RAC), is responsible for implementing the dose projection process.
2.0 APPLICABILITY / SCOPE The Emergency Dose Calculation Manual. EDCM, is applicable to all qualified Radiological Controls personnel involved in the projection of offsite doses during an emergency. This manual provides the methods used in performance of dose projections during emergency situations where radioactive material has been or is predicted to be released to the environment.
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Nuclear POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 2 3.0 DEFINITIONS 3.1 BUILDING WAKE EFFECTS Effects on the dispersion of an atmospheric release occurring at, near, or below the top of a building.(or any structure). Air flow over and around the structure from the prevailing wind tends to drive the release down to the ground on the downwind side of the structure. This has two effects: it increases onsite concentrations dramatically, while slightly reducing concentrations downwind for a short distance. Far downwind concentrations are affected very little by building wake.
Building wake effects are most noticeable for ground level or low flow stack releases such as the condenser off-gas exhaust. Stack releases are high enough above the building so that building so that building wake does not affect the plume significantly.
3.2 CONTINGENCY CALCULATION A source term calculation performed in the absence of effluent radiation monitoring system or post accident sample data. It is a mathematical calculation based upon a conservative model of accident plant conditions.
3.3 DOSE CONVERSION FACTOR - DCF A parameter calculated by the methods and models of internal dosimetry, which indicates the committed dose equivalent (to the
-l whole body or an organ) per unit activity inhaled or ingested.
This parameter is specific to the isotope and the dose pathway.
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67- Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 .
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Oyster Creek Emergency Dose Calculation Manual 3 Dose conversion factors are commonly tabulated in ur1,its of mR/hr per curie inhaled or ingested or mR/hr per Ci/m' in air or water.
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3.4 EMERGENCY ACTION LEVEL - EAL Predetermined conditions or values, including radiation dose rates; specific levels of airborne, waterborne, or surface-deposited contamination; events such as natural disasters or fires; or specific instrument indicators which, when reached or exceeded, require implementation of the Emergency Plan.
3.5 EMERGENCY DIRECTOR - ED Designated onsite individual having the responsibility and authority to implement the Emergency Plan, and who will coordinate efforts to limit consequences of, and bring under control, the emergency.
3.6 EMERGENCY DOSE CALCULATION MANUAL - EDCM A controlled document describing the content and calculational methods of the Radiological Assessment Computer Program (RACP).
3.7 ELEVATED RELEASE An airborne effluent plume which is well above any building wake effects so as to be essentially unentrained. The source of the plume may be elevated either by virtue of the physical height of the source above the ground elevation and buildings or by a combination of the physical height and the jet plume rise.
Elevated releases generally will not produce any significant l ground level concentrations within the first few hundred yards of the scurce. Elevated releases generally have less dose I
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-Oyster. Creek Emergency Dose Calculation Manual 3- i consequence to the public due to the greater downwind distance to the ground concentration maximum compared to ground releases. All main stack releases at Oyster Creek are elevated releases.
3.8 EMERGENCY RESPONSE FACILITIES - ERF The primary locations for management of the Corporation's overall emergency response. These facilities are equipped for and staffed by the Emergency Support and Response Organizations to cuerdinate emergency response with offsite support agencies and assessment of the environmental impact of the emergency. The ERF participate in accident assessment and transmit appropriate data and recommended protective actions to Federal, State and Local agencies.
3.9 EMERGENCY PLANNING ZONE - EPZ A zone defined by a radial distance from the plant in which emergency planning considerations are given. There are two EPZs.
The first is the Plume Exposure Pathway EPZ and is located approximately at ten miles in radius around the site. In this EPZ, emergency planning consideration is given in order to ensure that prompt and effective actions can be taken to protect the public and property in the event of an accident. The second EPZ is called the Ingestion Exposure Pathway EPZ and is located approximately 50 miles in radius around the site. Emergency planning considerations are given for the ingestion exposure pathway in this EFZ.
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~ Nuslear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 3.10 FINITE PLUME MODEL Atmospheric dispersion and dose assessment model which is based on the assumption that the horizontal and vertical dimensions of an effluent plume are not necessarily large compared to the distance that gamma rays can travel in air. It is more realistic than the semi-infinite plume model because it considers the finite dimensions of.the plume, the radiation build-up factor, and the air attenuation of the gamma rays coming from the cloud. This model can. estimate the dose to a receptor who is not submerged in the radioactive cloud. It is particularly useful in evaluating doses from an elevated plume or when the receptor is near the effluent source.
3.11 GROUND LEVEL RELEASE An airborne effluent plume which contacts the ground essentially at the point of release either from a source actually located at the ground elevation or from a source well above the ground elevation which has significant building wake effects to cause the plume to be entrained in the wake and driven to the ground elevation. Ground level releases are treated d'fferently than elevated releases in that the X/0 calculation results in significantly higher concentrations at the ground elevation near the release point. Ground level X/Q values become essentially the same as elevated for larger distance downwind. All releases at Oyster Creek, other than main stack, are ground level releases.
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<c - Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADH-4010.03 Title. .
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Oyster Creek Emergency Dose Calculation Manual 3 3.12 LOW POPULATION ZONE - LPZ As defined in 10CFR100.3, "The area immediately surrounding the exclusion area which contains residents, the total number and density of which are such that there is a reasonable probability 4
that appropriate protective measures could be taken in their behalf in the event of a serious accident." The LPZ for Oyster Creek is located at a 10 mile radius.
3.13 DROTECTIVE ACTION GUIDELINES - PAG Projected radiological dose or dose commitment values to individuals of the general population and to emergency workers that warrant protective action before or after a release of radioactive material. Protective actions would be warranted provided the reduction in individual dose expected to be achieved by carrying out the protective action is not offset by excessive risks to individual safety in taking the protective action. The PAG at DCNGS is based on the Environmental Protection Agency low-level guidelines of 1000 mR whole body or 5000 mR child thyroid. The PAG does not include the dose that has unavoidably occurred prior to the evacuation.
3.14 PROTECTIVE ACTION RECOMMENDATION - PAR I
Those actions recommended to the state of New Jersey to be taken during or after an emergency situation that minimize or eliminate the radiological hazard to the health and safety of the general ;
public. ;
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~ Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 3.15 RADIOLOGICAL ASSESSMENT COORDINATOR - RAC A member of the initial response team of the emergency response organization. Specific responsibilities assigned to the RAC l include directing offsite and onsite survey teams. The RAC is relieved of offsite radiological monitoring teams' responsibilities by the Environmental Assessment Coordinator (EAC). The RAC performs dose projections, supplies source term estimates to the EAC and ensures a timely, accurate dose projection up to a point where the dose projection main responsibility is turned over to the EACC. The RAC's main responsibility is advising the ED of any radiological concerns.
Initially the Group Radiological Controls Supervisor assumes the role of the RAC until relieved by the Initial Response Emergency Organization RAC.
3.16 RADIOLOGICAL ASSESSMENT SUPPORT ENGINEER - RASE Individuals assigned to assist the RAC in performing dose calculations, source term calculations, and overall assessment and control of radiological hazards.
3.17 RAGEMS, RAGEMS II The RAGEMS, RAGEMS II Systems monitor gaseous effluent releases from the main stack and the turbine building stack. respectively.
They monitor particulate, lodines, and noble gases.
3.18 REACTOR COOLANT SYSTEM - RCS This system contains the necessary piping and components to j provide sufficient water flow to cool the reactor. This system provides for the transfer of energy from the reactor core to the cz7 om>
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' Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 turbine in the form of a pressurized steam, acts as a moderator for thermal fission, and provides a boundary to separate fission products from the atmosphere.
3.19 RELEASE DURATION Release duration refers to the time interval during which radionuclides are released from'the nuclear facility. Releases may be monitored, unmonitored, actual, or projected. The time interval used to estimate a release of unknown duration should reflect best estimates of the plant technical staff. In the absence of other information, seven hours is used as the expected release duration.
3.20 RELEASE RATE This term refers to the rate at which radionuclides are released to the environment. Normally, it will be expressed in UC1/sec.
3.21 RADIATION MONITORING SYSTEM - RMS The system designed to detect, indicate, annunciate, and record I the radiation level of effluent releases and radiation levels at selected locations inside the plant to verify compliance with applicable Code of Federal Regulations (CFR) limits. The RMS consists of the following subsystems: area monitoring, atmospheric monitoring, and liquid monitoring.
3.22 SEMI-INFINITE PLUME MODEL Dose assessment model which is based on the assumption that the dimensions of an effluent plume are large compared to the distance 1
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m' Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03-i Title Revision No.
! Oyster Creek Eniergency Dose Calculation Manual 3 l that gamma rays can travel in air. The ground is considered to be an infinitely large flat plate and the receptor is located at the l origin of a hemispherical cloud of infinite radius. The radioactive cloud is limited to the space above the ground plane.
3.23 SOURCE TERM The activity release rate, or concentration of an actual release or potential release. The common units for the source term are C1, C1/sec, and C1/cc,_or multiples thereof (e.g.. UCi).
3.24 STABILITY CLASS A measure of the amount of mixing occurring between the plume and the atmosphere around the plume. Conditions which create good mixing are unstable and conditions which create poor mixing are stable. Pasquill stability classification is a breakdown of the relative atmospheric stability into eight groups, denoted as A through G, from most unstable to most stable. In the Pasquill d
stability classification system, stability is related to the change in temperature with height and the standard deviation of wind direction measurements. The more negative the change in temperature with increasing height, the more unstable the atmosphere is.
3.25 STACK CONVERSION FACTOR Converts the counts per second (cps), monitored from stack gas to microcuries per second (uCi/s) for calculation of gross noble gas source term. The stack conversion factor is provided on panel 10F j and is input to the RACP by the user.
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NuSlear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 3.26 TERRAIN FACTOR - TF The terrain height above plant grade at distances from the release point. The terrain factor accounts for increases in local ground level concentrations due to terrain effects. The terrain factor is the terrain height in meters at a given distance.for each sector.
3.27 X/Q - (" CHI over Q")
The dispersion factor of a gaseous release in the environment calculated by a point source gaussian dispersion model. Normal !
units of X/0 are sec/m*. The X/Q is used to determine environmental atmospheric concentrations by multipl,ing the source term, repres6nted by Q (in units of UCi/sec or Ci/sec). Thus, the plume dispersion, X/Q (sec/ cubic meter) multiplied by the source term, Q (uC1/sec) yields an environmental concentration, X (uC1/m'). X/Q is a function of many parameters including wind speed, stability class, release point height, building size, and release velocity.
4.0 POLICY This procedure is to serve as documentation and verification of the Oyster Creek Radiological Assessment Computer Program (RACP).
Any change to the program shall first be voted on by the source term committee. Changes agreed upon by the source term committee shall be followed by a revision to this procedure incorporating the change. Source term committee shail consist of representatives from Rid Engineering, Emergency Planning, and }
Environmental Controls.
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Nuclear OYSTER CREEK RADf0 LOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual -3 )
l NOTE: Non-substantive changes to the computer program which have -)
been voted on by the source term committee and documented 3 1
in the minutes of the committee meeting, may be implemented without a revision to this procedure.
4.1 Three (3) non-controlled copies of this procedure will be sent to the Licensing Manager. 0yster Creek.
5.0 PREREQUISITES 5.1 The following are prerequisites for projecting doses using the methods in the EDCM, and current version of the RACP.
5.1.1 The Emergency Plan is being implemented.
5.1.2 The RAC and/or EACC station are manned and functional.
6.0 PRECAUTIONS - None 7.0 PROCEDURE This section of the EDCM describes the subroutines that are contained in the RACP. Listed below is a table of contents for the procedure section of the EDCM.
7.1 Source Term Calculations 7.2 Isotopic Data Available 7.3 RAGEMS Main Stack Monitor 7.4 RAGEMS Turbine Building Stack Monitor 7.5 Determination of Isotopic Concentrations 7.6 Ground Level Release Data 7.7 Contingency Source Terms 7.7.1 FDSAR 7.7.2 Rad Engineering Calculations (2720*> 14.0
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- Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDUPE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 7.8 Release Point and Discharge Flow Rate 7.9 Meteorological Data 7.10 Dose Calculations 7.11 Field Iodine Calculation 3 7.12 Protective Action Recommendation (PAR) Logic 7.1 Source Term Calculations The source term portion of the Oyster Creek RACP is used to generate the quantity and radionuclides composition of the radioactive material released (or available for release) to the environment. Once the source term is measured or estimated, meteorological and dosimetry models are applied to the assessment. Several specific accident scenarios can be used to calculate radionuclides release factors and assess the accident consequences.
There are five methods by which this program generates source term values. Each of the five methods requires a varying degree of input data. These five input methods are listed below:
- Isotopic Data Available (7.2)
- RAGEMS Main Stack Monitor (7.3)
RAGEMS Turbine Building Monitor (7.4)
Ground Level Release Data (7.6) >
- Contingency Source Terms (7.7)
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Oyster Creek-Emergency Dose Calculation Manual 3 For cases 7.3, 7.4, 7.5 and 7.6 theoretical source term spectrums from Reference 9.15 based upon one of 4 possible accident l3 scenarios are used te convert gross source terms to isotopic data. The spectrums are derived from:
- 1) Normal coolant activity concentrations (FSAR),
- 2) gap activity that would be released in the event of cladding damage,
- 3) Isotopic activity that would be released in the event of a 3
fuel melt, and
- 4) Isotopic activity that would be released in the event of a steam line break and subsequent direct steam release.
The methodology for the development of these spectra is outlined in Refererice 9.15. j 7.2 Isotopic Data Available l
In this subroutine, measured isotopic concentrations of l radioactive noble gases and lodines obtained from stack samples !
are input to the computer program. !
l The isotopic concentrations in microcuries per cubic centimeter (uC1/cc) of each one of the thirteen isotopes chosen for the program library are entered into the computer program. The i
!sotopic library is comprised of thirteen isotopes found in the core inventory which are readily available for gaseous release to the environment and known to contribute significantly to the population dose The following is a list of the isotopes of concern mm> ,g) )
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Oyster Creek' Emergency Dose Calculation Manual 3 9
Isotope Noble gases: Kr-85 Kr-85m Kr-87 Kr-88 Xe-133 Xe-133m Xe-135 Xe-135m Radiolodines: I-131 I-132 I-133 I-134 I-135 7.3 RAGEMS Main Stack Monitor 7.3.1 Low Range Monitor This subroutine generates isotopic source term data given panel 10F stack gas monitor readings from the lo-range stack monitor. The lo-range system consists of two scintillation detectors which are preceded by both particulate and lodine cartridge filters and consequently, detect only noble gas activity. The scintillation detectors are monitored by logarithmic count rate meters, (LCRMs), which are located on Panel IR in the Control '
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l Room. These rate meters provide an output to dual I i
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Nuslear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL
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Oyster Creek Emergency Dose Calculation Manual 3 pen strip chart recorders on Panel 10F. Panel 10F also provides a stack conversion factor which converts counts per second to microcuries per second. Both of these values are entered into the RACP.
The RACP calculates a gross noble gas source term based on the following equation:
Sus (pC1/cc) - E (Counts /sec)) x StackCF(pCi/sec per counts /sec) x 60(sec/ min)/(28320[cc/ft'] x ft '/ min)
Where:
E - count rate from Panel 10F in counts per second, (cps).
StackCF = stack conversion factor; converts counts per second tomicrocuries per second.
7.3.2 RAGEMS Hi-Range Monitor This subroutine generates isotopic source term data given ion chamber readings from the RAGEMS hi-range stack monitor. The ion chamber is preceded by both particulate and iodine filtering units and consequently detects only noble gas activity. The detector provides a gross noble gas source term as:
- 1. Suc (pCi/cc) - from RAGEMS computer
- 2. amps - from panel 1R The RACP uses one of the above source terms in order of hierachy as shown above in the event the Lo-Range is y
> .5 CPS. If the Lo-Range is <.5 CPS then the Lo-Range reading is used. The RACP converts the gross l
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Nu21 ear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 noble gas (NG) source term using the appropriate conversion factors (CF) below:
- 1. Sn. (pC1/cc) - used as gross NG source term
- 2. Sn. (pC1/cc) - amps /CF where CF - 4.06 E7'" amps /pC1/cc 7.4 Turbine Building Stack Monitor Turbinebuildingstackreleafeisamonitoredgroundrelease. The stack release is monitored by RAGEMS and the data is available on the RAGEMS computer.
7.4.1 Turbine Building Low Range Monitor The low range monitor is given in cpm. This value can be entered into the RACP.
The conversion for the low range monitor is Sn.(pCi/cc) - CPM /5.032E6 CPM /pCi/cc 'I 7.4.2 Turbine Bullding-Hi Range Monitor This monitor reads out directly in pCi/cc NG.
Turbine building concentration will be determined using the following hierachy:
- 1. Low range monitor if the concentration is >0 and
<.5 pC1/cc NG.
- 2. High range monitors if concentrations are 3
< 0.5 C1/cc NG.
7.5 Determination of Isotopic Concentrations The isotopic spectrum used to determine isotopic concentrations is obtained by selecting one of the scenarios below:
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9 Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADH-4010.03 Title .
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Oyster Creek Emergency Dose Calculation Manual 3 7.5.1 Coolant 50111 - For this source term, isotopic concentrations derived for normal operation from the FSAR are used. A partition factor of 1000 from Reference 9.19 is used for lodines, while 100% of the noble gases are available for release.
7.5.2 Cladding Damage - For this source term, 3% and 2% of noble gases and iodines, respectively are available for release from the fuel gap. Gap activities are that of WASH-1400. Again, a 3 partition factor of 1000 interpreted from Reference 9.19 is used for iodines.
7.5.3 Fuel Melt - For this source term, 100% of noble gases and iodines are available for release from the fuel gap. Gap activities are that of NASH-1400. A partition factor of 1000 is used for iodines.
7.5.4 Steam Release Directly to Atmosphere - FSAR source term is used as in 7.5.1; however, rather than a partition factor of 1000 for iodines, approximately 10% of the iodines are released.
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Title Revision No. I Oyster Creek Emergency Dose Calculation Manual 3 l l
l The fraction of each isotope available for release is listed below:
Fraction Total Concentration, fi 1
(1) (2) (3) (4)
Isotope Accident Type: 7.5.1 7.5.2 7.5.3 7.5.4 i Kr-85 1.93 E-4 1.40 5-3 1.40 E-3 1.02 E-4 Kr-85m 5.95 E-2 6.01 E-2 6.00 E-2 3.12 E-2 ;
Kr-87 1.93 E-1 1.18 E-1 1.18 E-1 1.02 E-1 Kr-88 1.93 E-1 1.70 E-1 1.70 E-1 1.02 E-1 Xe-133 7.81 E-2 4.25 E-1 4.25 E-1 4.10 E-2 Xe-133m 2.79 E-3 1.50 E-2 1.50 E-2 1.46 E-3 j$
Xe-135 2.12 E-1 8.51 E-2 8.50 E-2 1.11 E-1 Xe-135m 2.53 E-1 1.24 E-1 1.24 E-1 1.33 E-1 I-131 1.59 E-4 1.42 E-4 2.13 E-4 1.03 E-2 ,
I-132 1.50 E-3 2.00 E-4 3.00 E-4 9.72 E-2' I-133 1.06 E-3 2.84 E-4 4.25 E-4 6.86 E-2 I-134 3.09 E-3 3,17 E-4 4.75 E-4 2.00 E-1 I-135 1.59 E-3 2.50 E-4 3.75 E-4 1.03 E-1 1.00 E0 1.00 E0 1.00 E0 1.00 EO The isotopic concentrations, Si, are, calculated using the following methodology:
- 1. F(i) - Fraction of total release of isotopes i
F(i) - 1 I
i
- 2. These fractions are then decayed for time after shutdown, DF(i) - F(i) e-"' ,
- 3. ~ , ~
Nuslear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03
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Where:
i DF(i) - decayed fraction of isotope i A1 - decay constant for isotope i t - time since shutdown
- 3. These decayed fractions are then renormalized
~
NF<,3 - DFe,3
DFc,3 I
i-1 These normalized fractions represent the fraction of each isotope being released.
- 4. Because the calculated source term is a noble gas tarm only, an assumed iodine to noble gas ratto is calculated.
NFci>
I
'*' - I:NG ratio - Ratio NFc,3 I
ist 5, Next, the noble gases and lodines are each renormalized to one.
NGc,3 = fraction of noble gas release of isotope 1:
Where 1 - 1 to 8 cavao*>
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r ----------o l k 0YSTER CREEK RADIOLOGICAL CONTROLS Number 1 Nuclear POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03-l Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 2 I o, = fraction of iodine release of isotope 1:
Where 1 - 9 to 13
- 6. The concentration being released of each isotope is then calculated:
c1 ,l Si - NG (1) x Sua for 1 - 1 to 8 Si - I (1) x Ratio x Sua for 1 - 9 to 13 All Iodine values are reduced by a factor of 10 when standby gas treatment system (SGTS) is operable.
7.6 Ground Level Release This subroutine uses a finite cloud model, measured dose rate data and simplifying assumptions to compute an isotopic source term.
The calculation of source terms in the ground level release scenario are based upon the same release scenario as described in 7.5. The computer code makes the simplifying assumption that the flow rate equals 1000 ft' / min. in determining the release concentrations. The program first contacts the Meteorological Tower and obtains the appropriate meteorological parameters (see Meteorological data 7.9). Based on these parameters, the program calculates the direction of the plume and directs Radiological Controls to dispatch a technician in that direction to obtain dose rate data. The measured dose rate data in units of mR/hr is input to the computer code and the source term is then calculated using the above equation. Alternatively, a gross source term in pCi/sec may be input.
After the source term, Sn.(pCi/cc) is determined, the RACP uses the finite plume model to calculate projected doses downwind.
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. . OYSTER CREEK RADIOLOGICAL CONTROLS Number Nuclear POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03
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Oyster Creek Emergency Dose Calculation Manual 2 7.7 Contingency Source Terms 7.7.1 FDSAR This subroutine generate's source terms based on FDSAR design basis accident scenarios. For each of the five accident types, the RAC computer program assumes isotopic ratios 5ased on one of the 3 accident scenarios in section 7.5.1. The five accident types along with release types, gross source terms (Sr), and discharge flow rates are listed below:
Sr Discharge fi values Accident Type Release Type (uCi/cm' ) Flow Rate (ft / min) Column Control Rod Drop Elevated 1.11 E-1 131865 2* i Refueling Elevated 8.35 E-4 131865 1 LOCA in Drywell Elevated 4.50 E-S 131865 3 LOCA in Drywell Ground 4.94 E-3 1250 3 Steam 11ne Break Ground 1.70 E-4 2.35E+7 2 The gross source term data for these accident scenarios are obtained from specific accident calculations.
The discharge flow rate for elevated releases is 131,865 cfm.
which represents the total designed exhaust capacity under emergency operation. The LOCA in the Drywell with a ground level l release is assigned a discharge flow rate of 1250 cfm, which ;
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.'. 0YSTER CREEK RADIOLOGICAL CONTROLS Number Nuclear POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 2
, represents the secondary containment in leakage rate. The steamline break accident has a flow rate of 2.35 E7 cfm which represents the maximum steamline flow rate during operation. The release duration for this accident is 10 seconds, which is the maximum time it takes for the MSIV's to automatically close and isolate the break.
Isotopic source terms are calculated from the gross source term, as was done in section 7.5. Given the gross source term, Sr, for the accident type and the fraction, f,, of total concentration for each isotope, the isotopic source term, S ,
are calculated as follows:
S,(pC1/cc) - Sr(pCi/cc) f, The program then uses the values for S, and discharge flow rates to calculate values for isotopic release rates which are used with the X/Q value to perform dose rate calculations in the dose projection subroutine.
- Refer to appropriate column in table of Fraction Total Concentration f, 7.7.2 Rad Engineering Calculations.
This subroutine generates source terms based upon scenarios designed by Oyster Creek Rad Engineering in conjunction with Emergency Preparedness. The four scenarios listed are:
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Nuslear' OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose' Calculation Manual 3 a.) Coolant Leak Inside Reactor Building b.) Augmented Off-Gas (A0G) Line Break c.) Source Term Based upon Containment High Radiation '
Remote Monitoring System (CHRRMS) Readings d.) Source Term Based Upon 119-foot Monitor C-10 Reading e.) Isocondenser Source Term for RAC Program ,
Scenarios release a through d via'the main stack. )'
Additionally, scenario (b) may release via the ground pathway. For a detailed review of these scenarios and assumptions made, refer to the appropriate document (s) in section 9.0, 7.8 Release Points and Discharge Flow Rates In the five source term calculation scenarios, the program allows for the specification of a release point and discharge flow rate.
i for the " Ground Level Release" and " Contingency Source Term" i subroutines, there are specific release points and discharged flow rate which are explained in the corresponding source term sections l' of this manual (7.6 and 7.7 respectively).
For the " Isotopic Data Available" and "RAGEMS Hi-Range Monitor" scenarios, the release point and discharge flow rate options are l: described in the following paragraphs.
ELEVATED RELEASE For elevated releases, (main stack release), there are two discharge flow rate calculation options available. These are:
1
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' -'. OYSTER CREEK RADIOLOGICAL CONTROLS Number Nuclear POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 2 1 - Know Release Flow Rate in cfm 2 - Know which Fans are on In option number 1, the flow rate is input directly in units of cfm.
For option number 2, the user selects which fans are on with a "Y" or "N" response. Each of the following building flow rates are added to compute a total flow rate based on user-selected "Y" responses.
Building CFM Reactor Building 65000 Turbine Building 82000 Old Rad Waste 14600 New Rad Waste 38000 SGTS 2600 Ground Level Release For the source term scenario with isotopic data available there are three possible release points for a ground level release. One is the turbine building stack. This discharge flow rate can be taken directly from the RAGEMS computer or a default discharge flow rate of 47,000 SCFM. Secondly, the feedpump room duct which has a default discharge flow rate of 50,000 SCFM. Third, a non-specific release point which requires the actual discharge flow rate to be input to the computer code in units of cfm.
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OYSTER CREEK RADIOLOGICAL CONTROLS Number Nuclear POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 2 7.9 METEOROLOGICAL DATA 7.9.1 Introduction The meteorological data section of the RACP provides X/Q
! values at the appropriate dose receptor locations to be l used with source term data in the calculation of off-site i doses. For the three possible release types described in '
Section 7.8 of this manual, the computer program contacts the meteorological tower and retrieves the appropriate meteorological data. The meteorological data needed to calculate X/Q for each of the release types, are tabulated
, below:
Release Type Required Data l
Elevated Release 380 ft. Hind Speed 380 ft. Hind Direction 380 ft. - 33 ft. Temperature Differential, AT Ground Level Release 33 ft. Hind Speed 33 ft. Hind Direction 150 ft. - 33 ft. Temperature Differential, AT If for any reason, the data are not available from the meteorological tower, the user can input appropriate values. The units for wind speed is MPH. temperature is degrees fahrenheit, and wind direction is degrees from 0-360 with 0* indicating wind from the north direction blowing to the south.
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OYSTER CREEK RADIOLOGICAL CONTROLS Number gggy POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 Title .
Revision No.
Oyster Creek Emergency Dose Calculation Manual 2 The program breaks the radial directions away from the stack into sixteen sectors of 22.5* each. Based on vind direction input data, the program identifies which sector the plume centerline will be in. Sectors are designated by letters A through R (excluding I and 0), beginning with 0*
and proceeding clockwise. Also based on temperature differential, the program assigns a stability class A ;
through G. As indicated in the definitions above, the subroutine has the ability to calculate X/Q values for each of the seven stability classes at each of the ten distances out in each of the sixteen direction sectors.
For elevated and ground level release, the X/Q values are
, calculated directly as shown in Section 7.9.2.
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.:- Nuclear OYSTER CREEK RADIOLOGICAL. CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 7.9.2 X/Q Calculation A X/Q value represents the dispersion of a gaseous release in the atmosphere. The calculation of X/Q in this computer program is based upon equation 3.116 on page 99 of Reference 9.1. l3 That is, 2
1 exp - y2 + h X/Q - oyo.p(.45)w _
2o 2
2al _
Where:
w - 3.1416 oy - horizontal dispersion coefficient in units of meters e, - vertical dispersion coefficient in units of meters p - wind speed corrected for stability class and release height in units of meters /sec y - the horizontal distance from the plume I
centerline. The RAC computer code always assumes y = 0 h - the effective height of the plume in units of meters 0.45 - conversion from miles / hour to meters /sec Detailed explanations of the above parameters are provided i
l
<2,2o*>
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OYSTER CREEK RADIOLOGICAL CONTROLS Number-
. P LilNuclear P LICY AN PROCEDURE MANUAL 9300-ADM-4010.03
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Oyster Creek Emergency Dose Calculation Manual 2 in the following sections.
7.9.2.1 Calculation of o, and o, The horizontal and vertical dispersion ;-
coefficients represent the standard deviation of the plume dimensions in the horizontal and vertical directions for a simple Gaussian model.
The computer code contains an array ~of values for both oy and o, for stability classes A through G and for distances from the release point of 0, 0.2, 0.5, 1.0, 2.0, 3.0, 6.0, 10.0, 30.0, 50 and 80 km. The code uses a linear interpolation subroutine to obtain values of o, and o, at distances from the source point other than those given above. For distances greater than 80 km, the values for o, and o, are assumed to be that at 80 km.
7.9.2.2 Calculation of p i The adjusted wind-speed, p, is the wind-speed at the point of release. It is calculated by adjusting the wind-speed obtained from the meteorological tower at a given elevation for differences in elevation and meteorological stability class. The value of p is obtained using the following equation.
I
(*"> 31.0 L. _ _ - - _ _ _ _ _ ~- - -
OYSTER CREEK RADIOLOGICAL CONTROLS Number P LICY AN PR CEDURE MANUAL 9300-ADM4010.03
[f gj1 Nuclear Tit e Revision No.
Oyster Creek Emergency Dose Calculation Manual 2 p- - p x (HIN*/HMEAS)' (Ref. 8)
Where:
measured wind' speed at the p -
L meteorological tower @ height HMEAS HIN - discharge height of the release point (HIN - 368' for the main stack)
HMEAS= Height of the wind speed measurement at the meteorological tower P - Based on the stability class as follows:
P = 0.25 Stability Class A,B,C P - 0.33 Stability Class D P - 0.50 Stability Class E.F,G NOTE: The minimum wind-speed is given as 0.5 m/s.
- HIN must be assigned a minimum value else p - 0 when HIN - 0, If p < 0.5. then p - 0.5.
7.9.2.3 Determination of h The effective height of the plume, h, is calculated by accounting for the rise of the plume above the actual release point as well as the surrounding terrain. The value for h is
' calculated using the following equation:
h - HIN + PR - TF Where:
HIN - The discharge height of the release point (HIN - 368' for the main stack) m zor) 32.0
L.7 NUCI68r VSTER CREEK RADIOLOGICAL CONTROLS Number POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03
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Oyster Creek Emergency Dose Calculation Manual 3 PR = The rise of the plume in reference to HIN of the detector locattor TF - The relative terrain height at the detector location with respect to the base of the stack For a ground level release, h - O.
Detailed explanations of the above parameters are provided in the following sections.
7.9.2<3.1 Determination of Plume Rise Plume rise, PR, refers to the increase _in plume height above the release point height. .There are two components to PR. One is a result of the physical force due to temperature differences between the temperature of the effluent releases and the ambient temperature.
For purposes of the RACP, it is assumed that there is no heating of the effluent releases and thus, the physical forces of PR are zero. The other component to PR is due to jet (momentum) forces. Reference 9.12 provides detailed- k3 discussions concerning the PR due to jet forces. The following equations are used to calculate PR as shown in Reference 9.12; k3 For neutral to extremely unstable conditions (stability classes A-D), !
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.[. Nuclear OYSTER CREEK RAD 10 LOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 PR - 1.44'(V/p)* ****' (L/D)' *' D (eq. 4.33 of Ref. 9.12) l}
Up to the point where; PR - (V/p)D (eg. 5.2 of Ref. 9.12) \3 Where, V - stack discharge flow rate in units of m/sec p - adjusted wind speed in units of m/sec L - downwind distance in units of meters 0 - stack diameter in units of meters -
For stable conditions (stability classes E,F and G),
PR - 1.5 (F=/p) S- Eq.
4.28 of Ref. 9.12) 3 Where, F - (p /p) x V2 x R8 Where:
(p./p) - 1, based on ambient temperature equal to effluent temperature V - stack effluent exit velocity in units of m/sec R = stack radius in units of meters, R - 2.5 m p - adjusted wind speed in units of m/sec S - g/T (60/6z) (Eq. 4.16 of Ref. 9.12) l3 Where, S - the atmospheric stability parameter g - gravitational acceleration - 9.8 m/sec a l
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Nuslear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL-Number' 9300-ADM-4010.03 I
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Title . Revision No. 1 Oyster Creek Emergency Dose Calculation Manual 3 ?
T4 -
ambient temperature assumed to be constant at, 15'C.
60/6z - 6T/6z + r. (Eq. 2.1 of Ref. 9.12) 3' I Where, 60/6z - the potentia 1' temperature gradient 6T/62 - atmospheric vertical temperature gradient For Stability Class E: 6T/6z - 15 *C/KM i Class F: 6T/6z - 40 "C/KM Class G: 6T/6z = 65 *C/KM r - atmospheric adiabatic lapse rate (9.8
- C/KM)
For stable atmospheric conditions, PR is calculated using each of the three equations provided. A comparison is then performed and the lesser value is chosen. For unstable atmospheric conditions, two PR values are calculated using equations 4.33.and 5.2 of Ref. 9.12. The lesser of these two values is chosen l3 for PR. The classification of atmospheric stability is determined as shown in Table 1 at the end of the Met Data Section.
7.9.2.3.2 Determination of Terrain Factor The terrain factor represents the elevation of the surrounding terrain with respect to the grade elevation at the release point. The computer code 1
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~
0YSTER CREEK RADIOLOGICAL CONTROLS Number i Nuclear POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 Title Revision No. l Oyster Creek' Emergency Dose Calculation Manual 2 contains terrain factor values for all 16 sectors for each of the following 1 l
distances from the release point: 0.25, 1 l
0.5, 2, 3, 4, 5, 10, 20, 30, 40 and 50 miles. For distances less than 0.5 1
miles, a value for the terrain factor is extrapolated from the data; for distances greater than 50 miles, the terrain factor is assumed to be that at 50 miles; for distances between 0.5 miles and 50 miles for which terrain factors are not explicitly given, a linear interpolation is performed to obtain TF.
MET DATA TABLE 1 Classification of Atmospheric Stability Stability Pasquill Temperature Change T(*F) T(*F)
Classification Categories With Height (*F/100') (380'-33' (150" - 33')
Extremely Unstable A <-1.04 <-3.61 <-1.22 Moderately Unstable B -1.04 to -0.93 -3.61 to -3.23 -1.22 to -1.09 Slightly Unstable C -0.93 to -0.82 -3.23 to -2.85 -1.09 to .-0.96 Neutral D -0.82 to -0.27 -2.85 to -0.95 -0.96 to -0.32 Slightly Stable E -0.27 to +0.82 -0.95 to +2.85 -0.32 to +0.96 Moderately Stable F +0.82 to +2.19 +2.85 to +7.6 +0.96 to +2.56 Extremely Stable G >+2.19 >+7.6 >+2.56
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. OYSTER CREEK RADIOLOGICAL CONTROLS Number j POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 l
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7.9.3 Building Wake Effects
, The RACP accounts for building wake effects, BE, for ground level releases only. The building wake effect causes a decrease in plume concentrations in the downwind sectors. For a given distance out, the computer program
^
accounts for building wake effects by calculating X/Q at a slightly greater distance. The actual increase in 3 distance is a function of stability class and is calculated as follows:
X/Q (L) - X/Q(L+BE)
Where:
X/Ze(L) - The X/Q at a distance, L, including building wake effects X/Q(L + BE) - X/Q calculated at a distance L plus BE -
BE - building wake effect distance Methods for BE are obtained from Ref. 9.12 7.10 Dose Calculations 7.10.1 Introduction This section of the Oyster Creek RACP is designed to calculate whole body and child thyroid doses at various distances downwind. It also provides information about emergency action levels based on the projected doses and hours to protective action guideline. The subroutines contained in this section utilize data provided by the meteorological data and source term section (Section 7.1 to 7.8) to perform the dose projections. The user input
<astor> p3 l
.: I . Nuclear OYSTER CREEK RADZOLOG8 CAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 for this section is limited to entering the release duration. In order for this section to function, the calculations contained in the previous. sections must be complete.
7.10.2 Whole Body Dose Calculation The RACP model calculates external whole body gamma dose rate using a finite model for both ground and elevated .
releases. The finite gamma dose algorithm is licensed from Dr. John Hamawi of Entech Engineering through Plckard, Lowe, & Garrick, Inc. CDr. Hamawi was the author of the dose integral routine listed in Appendix F of Reg. ,
Guide 1.109). The dose is computed by multiplying the dose rate by the expected duration of release.
The finite gamma dose algorithm in the Oyster Creek RACP has the same structure as Pickard, Lowe, & Garrick's MIDAS finite gamma dose algorithm. The basis for the algorithm is a three dimensional array of finite gamma factors computed in tre " Compute Gamma Fac" subroutine . These finite gamma factors are pre-computed three dimensional l numerical integrations which appear in the theory of the finite cloud model and represent the plume. These factors depend upon the plume c*mensions at the downwind distance of interest, the plume elevation and the average gamma energy of the nuclide mix in the cloud. They are sometimes referred to as " gamma X/Q" in the literature although they are not derived from typical X/Q
<asso > 38.0
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.~ Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS Number t POLICY AND PROCEDURE MANUAL 9300-ADH-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 l
calculations. The.. finite gamma factors in the array correspond to 28 downwind distances, 6 heights above the.
y ground and 6 energy groups. Specifically, the downwind distances arei 400, 500, 600, 700, 800, 900, 1000, 1250, 1500, 1750, 2000, 2250, 2500, 3000, 3500, 4000, 4500, 5000, 5500, 6000, 6500, 7000, 7500, 8000,'9000, 10000, 15000, and 20000 meters. The six heights above the ground are: 0, 30, 60, 100. 150 and 300 meters. The 6 energy groups are:
.032, .081, .15, .25, .53, and 1.0 Mev. The actual shine computation values are stored in an external ~ file and are retrieved by the RACP as needed. These values are provided in Appendix A. The spectrum of noble gases for the six energy groups were taken from MIDAS. For effective release heights other than the 6 fixed heights, the finite gamma factors are extrapolated to that height by the
" Interpolate" subroutine . For downwind distances other than the 28 fixed downwind distances, the finite gamma factor of the nearest fixed distance is assigned to that distance, i.e., no horizontal interpolation is done, as is consistent with MIDAS. The RACP explicitly includes the contribution of I-131, I-132, I-133, I-134, and I-135 to the external whole body gamma dose. This method of handling the contribution from the radioiodines is more accurate than the method used in MIDAS. The abundances of the radiciodines were taken from Reference 9.22. All 3 radionuclides are decayed during plume travel.
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L Oyster Creek Emergency Dose Calculation Manual 3 7.10.3 Child Thyroid Dose Commitment Calculation The RACP calculates the thyroid dose rate _due to inhalation of I-131 I-132,1-133, I-134, and I-135 using a semi-infinite cloud model. In this model, the thyroid dose rate is proportional to X/Q. The constant of proportionality is the product of the child breathing rate and the child inhalation dose factors. The " Compute DCF" subroutine uses the child breathing rate of 0.42 m'/hr !
,(from Table E-5, Ref. 9.6), and the child inhalation dose l 3 i
factors (from Table E-9 of Ref. 9.6) to compute the dose rate conversion factors. The dose is computed by multiplying the dose rate by the expected duration of release.
The radiciodines are decayed during plume travel time.
The decay constants for I-131 through I-135 are from 2
Reference 9.7.
7.10.4 Emergency Action Levels The program assigns emergency classification based upon the maximum limiting dose (either whole body or child thyroid). The emergency action levels are given on the following table Emergency Action Level Projected Dose Emergency Classification Whole Body Child Thyroid
<10 mrem (50 mrem None
>10 mrem >50 mrem Alert
>50 mrem >250 mrem Site Area Emergency
>1000 mrem >5000 mrem General Emergency once > 40.0
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I
1 Nuclear
- . OYSTER' CREEK RADIOLOGICAL CONTROLS Number.
POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 3
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Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3' The emergency classification is always based upon the j higher of the two calculated doses which pr'oduces the highest emergency action level.
The program will calculate the time in hours to protective action guideline (as defined in definition Section 3.17) using the following equations:
PAG.. - 1000/HB Dose Rate !
PAGn,y = 5000/ Thyroid Dose Rate The final step which the program performs is the printout of a hard copy of the dose information as determined in this section. A sample hardcopy is shown below.
SAMPLE.
PROJECTED DOSE PRINTOUT Ver 89.20 Source Term of: 14: 50 05-25-1989 Oyster Creek Rad Engineering Time of Printing 14:50 05-25-1989 HHOLE BODY CHILD THYROID Dis. Dose Dose Rate Hours Dis. Chi /Q Dose Dose Rate Hours Miles mrem mrem /Hr to PAG Miles Sec/M 3 mrem mrem /Hr to PAG SB 0.88E-02 1.25E-03 >99 SB 0.83E-21 0.68E-18 0.98E-19 >99 2.0 1.22E-02 1.74E-03 >99 2.0 0.62E-06 0.50E-03 0.71E-04 >99 5.0 0.59E-02 0.84E-03 >95 5.0 1.44E-06 1.13E-03 0.16E-03 >99 10.0 0.22E-02 0.32E-03 >99 10.0 0.78E-06 0.58E-G3 0.83E-04 >99 Max. Max.
- Dose Dose 1.6 1.25E-02 1.78E-03 >99 4.0 1.65E-06 1.30E-03 0.19E-03 >99 l Source RAGEMS-Main Stack Hind Direction (to) 203 Degrees l Noble Gas 1.20E+03 pCihec Sector K l Radio Iodine 0.92E+04 pCi/sec Compass Direction SSH Source Flowrate 2.00E+05 CfM Percent Ground Release 0.0 %
Release Duration 7.0 Hours Wind Speed 4.5 mph Emergency Action Level Delta T -2.3 F Degrees None Hind Direction (from) 23 Degrees Based on Maximum DC ? location Stability Class Neutral-D I m rom > g ,3
Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY A O PROCEDURE MANUAL Number 9300-ADM-4010.03' Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 7.11 Field Iodine Calculation .
7.11.1 Introduction This portion of the Oyster Creek RACP is used to calculate thyroid dose commitment due to inhaled radioiodines resulting from a release of radioactivity. It is designed and to be used in conjunction with an air sampler and E-140N. The computer calculations and the air sampling system are documented in Reference 9.3. The air sampling system consists of an air sampling unit, an absorber canister, and a particulate filter and is designed to h
estimate the amount of airborne radioiodine. The collection medium is a cylindrical canister (CP-100 type) containing silver zeolite preceded by a high efficiency particulate filter. This material is chosen because of its poor noble gas retention capabilities along with its excellent iodine adsorption capabilities. The silver zeolite adsorbs radiolodine in its various chemical forms
- I , CH 3 I, HOI, etc. - with greater than 90%
efficiency. The particulate filter enables the user to account for the radiciodine which has become attached to airborne particulate. An air sample is obtained by j drawing air through the canister for five minutes at a rate of 60 liters per minute. Tt.s dose consequences of the radioiodine in the air are then evaluated by counting !
I the canister. !
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0YSTER CREEK RADIOLOGICAL CONTROLS Number POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 ..
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' Oyster Creek Emergency Dose Calculation Manual 3 7.11.2 Assumptions The response of the GM probe is dependent on the total amount of iodine deposited on the adsorber as well as the relative amounts of each isotope. The same is true of the dose delivered by the release. Both the total activity released and the relative isotopic mixture are a function of the type of accident. .
The computer program calculates the thyroid dose commitment for a five year old child. This age group was chosen bec'ause the ratio of breathing rate to thyroid mass is largest, and thus receives the largest dose per gram of thyroid tissue.
y 7.11.3 Computer Calculations Thyroid dose commitment calculations for a reactor accident must account for the fraction of the particulate fission products that are likely to be iodine.
Listed below are the sequence of steps executed by the computer to calculate a thyroid dose commitment based on air sampling data.
- 1. As a means of identifying individual air samples, the computer operator is prompted to input:
- Sample Time (military clock)
- Sample Location (e.g., NNElA)
Field Team Designation
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Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculati.on Manual- 3
- 2. The computer operator l's then prompted for the field counting data.
g Background Countrate in CPM Gross Particulate Countrate in CPM Gross Silver Zeolite Canister Countrate in CPM
- 3. Next the user is asked to input two time intervals and the sample flow rate.
- Flowrate of Sampler in liters / minutes
- Duration of Sample Collection in minutes Expected Duration of Release in hours NOTE: If a time less than one hour is entered, the 3
computer defaults to one hour.
- 4. The computer then calculates the net counts on the silver Zeolite canister and filter. Each of these is divided by the counter' efficiency and then divided by the Flowrate times the sample duration to obtain the-activity concentration of each. Finally, the dose is computed by summing the activities from each and multiplying times the Release Duration and a dose conversion factor.
Futher details of this calculation are documented in Reference 9.3.
7.12 Protective Action Recommendation (PAR) Logic l l- This section of the RACP, is designed to assist the user in developing protective actions based on plant conditions., release duration and dose assessment. The logic is diagrammed on l- 44.0 L
w-_ _ _ --
O
. . OYSTER CREEK RADIOLOGICAL CONTROLS Number
~
I POLICY AND PROCEDURE MANUAL 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual. 3 attachment E2-4 of Ref. 9.4. Listed below are the specific and 3 general notes associated with the Protective Action Recommendations.
NOTE 1: Consideration should be given to the projected exposure to be received to a person if he shelters versus evacuates.
In so doing, you must factor release duration, release magnitude and assume a protection factor of 2 for up to the first 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> of release duration and a PF of.1 for 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> release duration. The pathway of least exposure should be chosen.
NOTE 2: OYSTER CREEK EVACUATION TIME ESTIMATES (HRS)
(from Reference 9.4)
Permanent Population Summer Population Normal Adverse Normal Adverse 2 Mile Ring 1,5 1.75 1.5 1.75 Plus Sector to 5 Miles 1.75 2.0 2.0 5.0 Plus Sector to 10 Miles 2.5 4.5 4.5 5.0 l Ten Mile EPZ 2.5 4.75 4.75 5.5 1
NOTE 3: In exercising the judgment as the need for protective action recommendations, any uncertainty concerning the status of plant functions needed for protection of the public, the length of time the uncertainty exists, the prospects for early resolution of ambiguities, and the potential degradation of the plant functions needed for protection of public should be considered; i.e.,
oiro >
45.0 1
.,". Nuclear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 l
1 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 i
significant uncertainty as the reliability of plant functions I to protect the public extending beyond a reasonable time q period is a sufficient basis for making a protective action recommendation to shelter within a 2 mile radius of the plant and 5 miles downwind. Continue plant assessment. i NOTE 4: Containment air samples indicate noble gas concentrations on the order of 100 pC1/cc and radioiodine concentrations on the order of 0.1 pC1/cc.
NOTE 5: As indicated by evaluation of operational thermal limits, such as minimum critical power ratio, linear heat generation rate, and maximum average planar linear heat generation rate or: radiological parameters such as area gamma radiation levels or airborne radionuclides concentrations.
NOTE 6: Primary containment pressure reading of 38 psig at 281 degrees as indicated on Panel 16R.
8.0 RESPONSIBILITIES None
9.0 REFERENCES
9.1 Meteorology and Atomic Energy by W.S. Atomic Energy Commission.
USAEC Technical Information Center, Oak Ridge, Tenn., 1972.
9.2 Oyster Creek Nuclear Power Plant. Unit No. 1, Facility Description
. and Safety Analysis Report 9.3 Calculation of Child Thyroid Dose using E-140N to Measure Iodine Activity, Calculation No. 9340-89-008, Rev. O.
<zuop>
46.0
Nuslear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number 9300-ADM-4010.03 Title Revision No.
Oyster Creek Emergency Dose Calculation Manual 3 9.4 Direction of Emergency Response. Oyster Creek Procedure 9473-IMP-1300.02, Rev. 6 9.5 Methods for Estimating Atmospheric Transport and Dispersion of Gaseous Effluents in Routine Releases from Light-Water-Cooled Reactors, Regulatory Guide 1.111 Revision 1. July 1977 9.6 Calculation of Annual Doses to Man from Routine Release of Reactor Effluents for the Purposes of Evaluating Compliance with 10 CFR Part 50, Regulatory Guide 1.109, Appendix I.
9.7 Radiological Health Handbook, Nuclear Lectern Associates, Inc., 1984.
9.8- Handbook Of Atmospheric Diffusion, Hanna, Steven R., G. Briggs and R. Hosker, United States Department of Energy (DOE / TIC-ll223),
Published by the Technical Information Center, USD0E, 1982. 3 9.9 Turbulent Diffusion-Typing Schemes: A Review, Gifford, F.A.,
Nuclear Safety, Volume 17, Number 1, January-February 1976.
9.10 Atmospheric Dispersion Models For Potential Accident Consequence Assessments At Nuclear Power Plants, United States Nuclear Regulatory Commission Regulatory Guide 1.145 Revision 1, November 1982.
9.11 Users Guide For RAM: Volume 1, Algorithm Description and Use, EPA, Environmental Sciences Research Laboratory, Research triangle Park, NC 27711, November 1978.
9.12 Plume Rise, Briggs, G. A., (TID-25075), United States Atomic Energy Commission, Office of Information Services, 1969, 1974.
9.13 Post Accident Sampling and Operation: RAGEMS, Oyster Creek Procedure 831.4, Rev. 8.
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47.0
____i1---_____________-_-.______-_____--
]
.! Nuslear OYSTER CREEK RADIOLOGICAL CONTROLS POLICY AND PROCEDURE MANUAL Number-9300-ADM-4010.03 Title . Revision No. j Oyster Creek Emergency Dose Calculation Manual 3 l 9.14 Meteorological Information and Dose Assessment System, MIDAS, Plckard, Lowe and Garrick, Inc. 1200 18th Street, N.W., Suite 612 Washington, D.C.
9.15 Coolant Leak Inside Reactor Building Source Term Spectrum, Radiological Engineering Calculation No. 9340-89-005, Rev. 0 9.16 Source Term Spectrum Due To A0G Line Break, Radiological Engineering Calculation No. 9340-88-007. Rev. O.
9.17 Calculation of Contingency Source Terms Using Fuel Pool High-Range Monitor (C-10), Calculation C-6430-IMP-1300.09-2, Rev. O.
.9.18 Calculation of Contingency Source Terms Using CHRRMS Readings. 3 Calculation C-6430-IMP-1300.09-01, Rev. O.
9.19 Technical Basis for Estimating Fission Product Behavior During LWR Accidents NUREG - 0772, June, 1981.
9.20 Reactor Safety Study (WASH-1400) NUREG - 75/014, December, 1975.
9.21 IsoCondenser Source Term for RAC Program Radiological Engineering Calculation No. 9340-89-002, Rev. O.
9.22 Kocher, D.C. Radioactive Decay Data Tables: A Handbook of Decay Data for Application to Radiation Dosimetry and Radiological Assessment, USDOE, 1981. l 10.0 EXHIBITS i 10.1 Shine Computation Factors l
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. , Shine Computation facters -
Stability Claess S Date of Printing 812 15 1984 --
Operer armes 1 efstense\ notesse mofent esters- E 9euwind \
astere \ 0 30 40 100 150 300
- 400 ' 7.35E SP 4.448 SP 4.355 OF' f.73E Or
- 3.2N 08 5.82E 11 .
See 5.00E Or 4.5aE Gr 3.518 0F 1.s M Or 5.d4E 00 2.14E 10 400 3.548 0F 3.345 07 2. N E Or 1.rM Or T.50E OS 9.248 10 j
1 700 2.43E 0F 2.52E 0F 2.198 0F ~1.5&Or a 295 08 La0E 09 '
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900 1.415 0F T d7E Or 1.448 0r 1.1 M Or T.855 08 9.505 09 1000 1.30E Or 1.23 0F 1.19E 0F 1.018 Or T.298 08 1.30E 0E 1290 T.3M 00 T.335 08 T.05 05 4.34E 08 5.2M 08 .1.95E 08 1500 4.48E 08 4.70E 08 4.5 M OS 4.30E 08 3.7EE 08 1.95E 08 1750 3.23E 08 3.27E 08 3.195 0s 3.05E 08 2.a0E 08 1.75E Os 2000 2.345 08 2.39E 00 2.35E 08 2.2M 08 2.11E 08 1.50E 08 2350 1.54E 08 1.57E 08 1.558 08 1.51E 08 1.45E 00 1.155 08 2500 1.11E 05 1.13 08 1.13 W 1.055 08 1.08E 08 8.91E 09 300s 4.39E 09 4.418 09 4.555 09 4.4at 09 4.4M SP 5.7EE 09 '
50s 5.50E 09 5.54E 09 5.385 09 5.444 09 5.31E 09 4.98E 09 4000 E.418 09 4.55 09 4.518 09 4.44E 09 4.548 09 4.1M 09 '
4500 4.01E 09 3. m Op 4.07E.09 4.03 09 3.945 09 3.74E 09 5000 3.3EE 09 3.55E 09 3.555 09 3.5M 09 3.4M Op 3.30E 09 5500 2.9H 09 2.9M Op 2.99E 09 3.135 09 3.0M 07 2.91E 09 4000 2.83E Op 2.73E.09 2.89E 09 2.444 09 2.74E 07 2.548 09 4500 2.595 09 2.52E 09 2.50E 0p 2.535 09 2.54E 09 2.40E 09 .
7000 2.385 09 2.30E 09 2.3 2 09 2.42E 09 2.43E 09 2.35E-09 7500 2.2de-09 2.248 09 2.23E 09 2.295 09 2.30E 07 2.1M 09 8000 2.12E 09 2.09E 09 2.1 @ 09 2.25E 09 2.08E 09 1.99E 09 9000 1.918 09 2.13 09 2.058 09 1.73E 09 1.9EE 09 1.4EE 09 10000 1.74E 09 1.748 99 1.85E 09 1.7M 09 1.80E 09 1.71E 09 ,
15000 1.34E 09 1.37E 09 1.1M Op 1.248 99 1.31E 09 1.235 00 20000 9.748 10 1.018 09 1.035 09 9.94E 10 1.015 09 9.55E 10 -
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400 T.1M 0F 6.7N 0T 5.75 0F 4.005 0T 2.00s.07 it. Tit.09 ?
700 5.535 0F 5.345 07 4.735 0T 3.54E.07 2.0M.07 1.44E.08 000 4.41g*W 4.29E 0T 3.90E 07. 3.125 07 2.05E 07 2.23.os Me 3.59E Gr 3.53 0F 3.2M.07 2.72E.07 .1.915 07 3.05E 08 s 1000 2.NE 07 2.95E 0F 2.755 07 2.375 07 1.775 0F 3.41E 08 1250 1.30E 0T 1.73E 0T 1.y3 07 1.5M 0T 1.323 07. 5.1N 08 1500 1.30E.0T 1.19E.07 1.1M-g 1.10E.0T 9.755 08 5.2M 08 1758 8.548 08' 4.548 08 8.39E.08 8.03E es' T.39E 0g 4.73E Og 2000 4.395 08 6.40E.00 6.32E.00 6.11E 08 5.735 0s 4.1m.os 2250 4.335.cs 4.33 00 4.29E 08 4.20E 08 4.C35.Os 3.3sE.cs
'2500 3.158 08 3.15E Os 3.148. m 3.03 08 2.99E 00 ~2.53E 08 3000 1.33 03 1.90E*05 1.855 08 1.33 08 1.5E 08 1.adE-m 3508 1.40E 08 1. m .as 1.595 00 1.59E 08 1.54E 03 1.435 08
'888 1.3M 08 1.37E-08 1.348 08 1.345-0s .1.348 08 1.24E 08 4500 1.19E.03 1.195 00 1.19E 0B 1.19E 03 1.175 00 1.10E 08 5000 1.068 08 1 05E.08
- f:t ce 1.04E.08 1.03E 08 9.TFE 09 5500 9.0W-W 9.13 09 4 09 9.22E 09 9.135 09 3.67E 09 6000 3.29E.09 4.23E 09 8J1E.09 8.24E 09 3.145 09 T.773 09
'4500 T.748 09 T.4AE.09 T.67E 09 T.4dt 09 T.448 09 T.30E.09 7000 T.24E 09 T.1N 09 T.225 09 T.22E 09 T.19E.09 4.95 09 7500 e.au.09 s.318 09 6.80E 09 6.aIE 09 6.79E.09 6.538 09 8000 6.47E 09 4.42E.09 4.47E 09 4.49E-09 ' e.33 09 6.158-09 N00 5.848 09 5.968 09 5.ast 09 5.a0E 09 5.7at 09 5.41E 09 10000 5.2M 09 5.29E 09 5.34E 09 5.30E-09 5.29E 09 5.13 09 -
1:000 3.415 09 3.90E.09 3.795 09 3.NE 09 3.85E-09 3.7st 09 20009 3.0g 09 3.055 09 3.03E 09 3.01E.09 3.025 09 2.955 09 Penes S i
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. Stine Compuestien Festers
- Stability Cleess a sete of Printing s1215*19se
- enerw arings 3 .
Ofotenoeg notesse seicht meters Gew wind \
. asters \ 0 3s de 100 150 30C 40s - 2.00E 08 L85 06 1.41t 06 1'.555 0F 2.80E 0F 1.40E 08 50s 1.55E 06 1.45E 06 1.145 06 7.4M- M 3.3M 0T 1.80E es -
40s
- 1.15 06 1.13E 06 9.75 07 6.90E OF 3.4s5 07 2.40E Os Me 9.318 0F 9.00E GF 8.03E 07 6.14E 0T 3.73E 0T 3.53E es aos 7.52E 0F T.33E 07 6.70E 0r 9.42E 07 3.42E 0F 4.5E 0s 3 90s 4.19E 07 4.0M 07 5.645 07 4.75E OF' 3.415 0T 6.23E 05 l 100s 5.15 07 5.1W Or 4.30E Or 4.148 07 3.145 07 T.4aE Os I 1250 . 3.19E 07 3.1 M tr 3.05E 07 2.30E 07 2.3d8 07.9.448 08 150s 2.158 ST L155 07 2.1M 0T 1.9ss 07 1.775 0r 9.448 es l 1750 1.555 07 1.358 07 1.535 0r 1.4d8 0r 1.355 0F 8.71E 0s 200s 1.1M 07 1.13 07 1.145 07 1.13 07 1.058 07 T.5aE Os .
2250 8.005 03 s.00E es T.95E 08 7.775 05 T.455 08 5.948 08 I 250s 5.85E 0s 5.85E 08 5.845-08 5.73E 05 5.5 M es 4.71E 0s 300s 3.53E 0s 3.3dE es 3.55E es 3.53 0s 3.47E.as 3.125 06 350s 3.018 0s 3.01E 05 2.99E 00 2.fst es 2.95E os 2.70s os 400s 2.3M 08 2.f M os 2.5d8 08 2.3ds as 2.53E es 2.344 08 450s 2.245 05 2.248 03 2.25E 05 2.245 0B 2.20E os 2.0 M Os 5000 1.97E 08 1.9W os 1.9M-os 1.9 M os 1.948 0s 1.35E os .i 5500 1.72E Os 1.748 os 1.748 08 1.755 05 1.73E 0s 1.668-Os i does 1.5M 08 1.545 08 1.55 08 1.37E 03 1.55E 0s 1.4M 0s esos 1.44 03 1.448 0s 1.45E Os 1.458 08 1.455 Os 1.35 0s 700s 1.3M Os 1.345 0s' 1.3M es 1.3M os 1.375 0s 1.31E os j 750s t 315 os 1.29E 08 1.29E os 1.295 03 1.295 08 1.24E os 0000 1.23E 0s 1.22E-Os 1.23E Os 1.23E 08 1.21E 03 1.1M Os {
9000 1.11E.0s 1.13E.03 1.12E 08 1.10E*0s 1.10E 08 1.0M os 10000 1.00E os 1.018-05 1.02E 0s 1.015 08 1.01E 08 9.758 09
- 1500s T.21 09 7.43E 09 T.23E 09 T.295 09 7.358 09 T.20E 09 20000 5.84 09 5.7H 09 5.7BE 09 5.7as-09 5.775 09 5.d44 09 Pecot 9 I
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EZHIBIT A (con't)~ 9300-ADM-4010.03 Rev. 0 Shine Ca p etion Festere
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Statitity class: 3 Date of Prfnting 312 15 1986 ' " '
Ener w are ws 4 Oletenseg 'hteeseDefektmetere Dessustrut \ -
metere \ 0 30 et 100 150 300
~
' ' '88 ' 3.15E*06 2.aw.06 2.tes.M: 1.193 06 4.758 0F 3.43.m 388 *
- 2.3M.06 2.225 06 1.333. # t.175 06 5.483 0r 4.1a .0s 400
- 1.333. # 1.743 06 1.518 06 1.09E.06 5.948 0F 5.29E.08 700 1.453 06 1.40s 06 1.255 06 9.73.w 6.mg.0T 4.923.m 300 1.15 06 1.15g.06 1.05g.06 8. Sag.0F 5.a35 0F s.94a.Os 900 9.745 07 9.54g.0r 3,91g.0T F.54E*0F 5.49E.07 1.1m.07 1000 3.195 0r 3.syg.g 7,4tg.07 6.445 0F 5.095 07 1.29E.07 1250 5.118 0F 5.05 07 4.913 0F 4.518 07 3.ssa.or ,1.613 0r a 1500 3.493 0F 3.485 0r 3.40s.0F .3.223 0F 2. age.0F t.5m.07 1750 2.53g.or 2.53g.0F 2.405 07 2.395 0F 1.215 0F 1.44E.07 '
2000 1.Rg*0F 1.9H 07 1.90s.07 1.364 0T t.733.W t.255 07 2250 1.323 0F f.3230F tJ130F 1.203 07 1.25g 07 9.343 0s 2500 9.433 00 9.NE.03 9.43 0g 9.50s.08 9.233 08 T.au.00 300s 5.373 0g 5. m .88 5.918 00 5. ads.0B 5.7F5 0s 5.193.es 3508 5.03 0B 5.03 03 4.93.es 4.97g.0g 4,g g.08 4.50s.es .
4000 4.2pt.08. 4.29E.00 4.3 3 00 4.233 00 4.213 08 3.913 08 4500 3.74a.0s 3.73g.08 3.75s ce 3.733 0s 3.43 08 3.445 08 5000 3.253 0s 3.30s.es 3.30g.08 3.29E 08 3.258-08 3.095 0s
$500 2.au.08 2.90s.00 2.90s.03 2.923 08 2.mt.08 2.758 08 6000 2.433 00 2.418 08 2.445 00 2.63 08 2.593 00 2.4M.08 eSCO 2.458.Gs 2.443 08 2.433 05 2. G 08 2.423 08 2.32g.0s 7000 2.2M.08 22340 2.29E.08 2.255 08 2.29E.00 2.20s.00 7500 2.15 08 2.tg.0s 2.tg.05 2.tM.08 2.16g.03 2.0gg.0g 8000 2.0 W 08 2.048 08 2.0m.og 2.073 00 2.03g.os 1.9es.0g M00 1.aes.08 1.90s.03 1,33 08 1.58 06 1.865 3s 1.79g.08 10000 1.683 08 1.69E.08 1.713 03 1.493 08 1.493 03 1,43g.0g ,
15000 1.233 08 1.25E.08 1.213 03 1.223 08 't.233 0s 1.213 08 20000 9.343 09 9.70s.09 9. 71s.09 9.63 09 9.443 09 9.44g.09 poses to El-10
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EZHIBIT A (con't) f Shine Computet,fon Fostere. .
statflity Clases 8 ,
Date of Prfntine s12 15 1986 -
InerW Grows 5 eletonseg Release Nefght metere DeweefM \
esters \ 0 30 48 100 150 300 400 5.755 06 f.23E 06 3.9EE 06 2.248 06 9.848 0F 1.148 07 j 500 4.3eE M 4.ON 06 3.3M 06 2.258 05 1.11E 06 1.2N 07
,4 400 3.385 06 3.245 06 2.m-06 2.0M 06 1.1m M 1.50E 07 Me 2.71E M 2.G4 06 2.3M 06 1.848 06 1.19E 06 1.80E 07 000 2.23E 06 2.17E 06 2.005 06- 1.e58 06 1.15E 06 2.15E 07 900 1.865 06 1.835 06 1.71E M 1.44E 06 1.08E 06 2.53E 07 -
1000 1.SaE M 1.545 06 1.4M 06 1.29E 06 1.015 06 2.85E 07 4
1250 1.015 M 1.00E 06 9.49E 0F a.964 07 7.e48 07 .3.38E 07 1508 6.95 0T 4.9M 0F 6.83 0F 6.4M ST 5.815 0F 3.30E 0F 1750 5.13E OF 5.13E 0r 5.05E 07 4.465 0r 4.50E 07 2.9et 07 2000 3.95 07 3.95E 0F 3.88E 0r 3.7M Or 3.558 07 2.59E 07 2250 2.75 07 2.7M 0F 2.70E 0F 2.45E 0F 2.558 07 2.054 07 2500 2.01E.0F 2.018 07 2.0tt 0T 1.9eE 0F 1.9EE 0F 1. m .0F 3000 1.2N OF 1.245 0F 1.245 Or 1.2 M 07 1.215 0F 1.09E 0F 3500 1.055 0F 1.0N Or - 1.055 er 1.065 0F 1.0R 07 9.4M 08 .
4 4000 9.03E 4B 9.018-08 8.9M 08 9.00E*06 8.aeE408 8.*:3t 04 4500 7.aeg 08 7.485 00 7.90E os 7.s M Os 7.758 00 7.30E os l 5000 e.90E 08 6.945 08 6.95E 08 4.968 00 6.85E 05 6.53 08 5500 4.0M 05 4.11E 08 6.13 08 6.145 08 6.10E 08 5.80E 08 6000 5.55E 0B 5.50E 08 5.5M 0B 5.548 08 5.4M os 5.20E 08 680s. 5.15 08 5.148 08 5.13E 08 5.148 08 5.13 00 4 ass 08 7000 4.868 08 4.815 08 4.aN 08 4.a5E 08 4.35E 08 4.655 08 7500 4.415 08 4.575 08 4.5 M 08 4.58E 0s 4.54E 08 4.39E 0s 8000 4.35E 08 4.31E 08 4.34E 08 4.3M 08 4.20E 08 4.14E os 9000 3.92E 08 4.0H 08 3.9M os 3.915 08 3.90E 08 3.7BE 08 10000 3.548 06 3.5M-08 3.61E 08 3.58E 00 3.54E 0e 3.448 os
- 15000 2.61E 00 2.65E 08 2.5 M 00 2.59E 00 2.62E 08 2.57E 08 !
20000 2.00E 08 2.Det 0B 2.064 05 2.05E 00 2.0ef 04 2.01E.00 Peso: 11 i El-11
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Rev. 0 9300-ADM-4010.03 EXEIBIT A (con't)
'mine Camputstfm Facters SteofLity Cteses 8 Sete of Printing 312 15 19e6 , - . .
Enerer Brows 6 Of.tanse\ Aetenee Nefght astere Beworfad \
asters \ 0 38 40 100 150 300 400 9.2R 06 8.47E4- 6.4854 3.7584 1.748 06 2.865 07 - - -
SOS 7.054 4.66E4 5.545 4 3.715 06 1.95E 4 3.07E.07 400 5.5484 SJ1E 06 4.45E M 3.455 06 2.04E4 3.3n 07 700 4.45 4 4.345 06 3.9M M 3.12E4 2.05E 4 3.858 07 j 800 3.715 4 3.42E4 3.348 06 2.73E4 1.9EE 4 4.40E.07 900 3.12E4 3.87E4 2.88E 4 2.4aE 4 1. m 4 4.9e8 07 >
1000 2.M4 2.24 L49E 06 2.20E 4 1.745 4 '.:.58-07 ;
1250 1.74E 4 1.F3E 4 1.47E 4 1.5M 06 1.3454 .6.22E-0F l 1500 1.22E 4 1.22E4 .1.20E4 1.14E 4 1. e 4 6.018 07 4 1750 9.10E QT 9.11E*W 8.M 07 8.445*07 8.M*07 5.415 07 k 2000 7.03E.W 7.048 OF 4.m 07 6.775 0T 6.39E 07 4.73E 07 2250 4.NE 07 4.958*0T 4.918 07 4.82E 07 4.43E 07 3.75E OF 2500 3.45 0F 3.40E 0F 3.am.Or 3.425 07 3.52E.0F 3.018 07 !
3000 2.27E W 2.30E*0F 2.255 07 2.27E*0T 2.244 07 2.03 OF 3500 1.955 W 1.955 W 1.ME -Gr' 1.95E Gr 1.90E.Gr 1.73E.0r ' j 4000 1.45 0r 1.esE.0F 1. m .Or 1.475 0F 1.40E 0F 1.535 0T !
4500 1.475 07 1.44E 07 1.47E 07 1.4d8 0F 1.445 07 1.345 07 l
5000 1.295 0F 1.30E 0F 1.30u OF 1.255 07 1.285 4F 1.225 07 !
5508 1.145 0F 1.145 07 1.148 07 1.15E 07 1.14E 0F 1.0 s 07 4000- 1.048 07 1. M GF 1.048 0F 1.044 07 1.02E 07 9.744 08 f 4508 9.485 08 9.a25 08 9.40E 08 9.418 0F 9.Sas 08 9.145 08 7008- 9.06E.08 9.005 4 9.075 08 9.07t A 9.04E 08 8.715 4 ;
7500 8.43E 08 8.5eE 08 8.554 08 8.54r. 08 8.545-08 8.22E 08 4000 8.148 08 8.00E 08 8.14E 08 8.1,4-08 8. m 05 7.75E 08 {
9000 7.348 08 7.53E4 T.43E 4 7.33E.08 7.30E 08 T.10E 08 !
10000
- 6. eat 08 6.40E 08 6.77E 08 6.71E.08 4.70E 08 6.495 08 15000 4.925 08 4.9m Og 4. m .08
- 4. m 08 4.91E 08 4.825 08 20000 3.NE 08 3.m 08 3.aeE4 3.365 08 3.ses.08 3.7at 08 Pages 12 El-12
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, 9300-ADM-4010.03 Rev. 0
- mine.Ca putetten Facters .
stattlity Ctese C Date of printing 312 15*1906 - **
Ener y ereges 1 Ofstenes\ toteese neight meters Dowwind \
meters \ 0 30 et 100 150 300
, ' est 1 1.3d8 00 '1.05E 0dr 4.Mt or 1'0K607 1.Dee as 1.71811 ?
' ' ~~
500 9.m 0F 8.20E OF 4.79E K 1.m 07 1.87E 06 2.ME 11 .,
400 7.3N 0T 4.5M 0T 4.3M 0F 1.718 07 3.04 08 5.45E 11
/ 700
' 5.M E 0F 5.358 07 3.89E 0F 1.858 0F 4.548 08 1.13E 10
' 400 4.80E 07 4.42E 0T 3.425 SP 1.8M 07 5.915 00 2.558 10 900 3.95E 07 3.70E 07 2.9 4 0F 1. m -07 T.00E 00 5.818 10 1000 3.315 07 3.135 0F 2.m 0F 1.73E 07 T.75E 08 1.21E 09 1250 2.29E 0F 2.218 07 1.955 0F 1.47E 07 S.3M 08 4.25E 09 1500 1.eM OF 1.m W .1.4e5-0F 1.20E 0F B.00s-0s S. ass op 1750 1.2 M 07 1.25E 07 't.1N 07 9.8 M 03 T.238 08 1.348 00 2000 9.88E 08 9.775 08 9.345 08 8.135 08 6.358 08 1.eN 08 2250 8.0M 08 T.958 05 T.SMies 6.848 08 5.59E 08 1.aIE es 2500 6.598 08 4.558 08 6.348 e 5.79E 08 4. aft 08 1.975 08 3000 4.4M 08 4.eN 08 4.5N es 4.ast 08 3.7m 08 1.95E es 3500 3.598 08 3.415 08 3.35E 08 3.3M 08 3.08E 0s 1.m 08 4000 2.NE 00 2.ade 08 LaN es 2.715 03 2.50E 0g 1.48E 08 4500 1 IJ1E 05 2.30E 00 2.298 0B 2.21E 08 2.0M 08 1.4M 08 5000 1.915 08 1.91E*0s 1.90E 08 1. m 08 1.758 08 1.30E os 5500 ' 1.40E 08 1.43E 08 1.595 08 1.55E 0s 1.4ag.os 1.14E 0s 4000 1.37E 00L 1.3M 08 1.358 00 1.325 05 1.2N 08 1.045 0s 4500 1.18E Os 1.19E 08 1.1N 08 1.1N Og 1.145 0s 9.44E 09 7000 1.055 08 1.05E 08 1.05E 08 1.045 08 1.03E 08 8.5N 09 7500 9.315 09 9.4M 09 9.35E 09 9.2dE 09 9.068 09 T.72E 09 8000 a.2M 09 8.50E 09 8.53E 09 8.30E 09 a. net op F.07E 09 9000 6.TSE 09 6.75E 09 6.7N 09 6.74E 09 6.55E 09 5.89E 09 10000 5.448 09 5.67E 09 5.40E 09 5.41E 09 5.50E 09 4.958 09 15000 3.09E 09 2.80E 09 2.9et 09 2.93E 09 2.9M-09 2.30E 09 20000 1.79E 09 1.93E 09 1.884 09 1.73E 09 1.81E 09 1.855 09 El-13
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93co ADM-4010.03 Rev. O
.- EIHIBIT A (con't) j
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I Stehltity Class 0 Date of Printing 312 15 1986 '
- l SnerWF Gro we I 4
s O f otomog ' noteese neight metero Oswwind 5 - .
1 meters \ $- 30 de 100 150 300 l 400 - 2.10E 06 1.735-06 ~1.00E 0F 3.m 0F 9.49E 08 2.4at 09" 500 1. m 06 t. m 06 9.448 07 4.085-07 1.158 07 2.93E 09 400 1.3aE te 1.198 06 4.edE 07 4.3tE 0F 1.3M 07 3.53E 09 700 1.04 04 1.018 06 T.ME 07 4.385 07 1.59E 07 4.3M 09 800 9.19E 0F 8.5N 0F 4.908 07 4.30E 07 1.NE 07 5.40E 09 900 T.m 07 T.40E 0F 4.21E 0F 4.13E 0F 1.ME 07 7.34E 09 1000 6.735 0T 4. m 0F 5.548 07 3.918 07 2.03E 07 9.80E 09 1250 4.918 07 4.78E*0F 4.285 07 3.33E 07 2.04E 07',1. m 08 1500 s 3.735 07,3.455 07 3.348 07 2.79E 07 1' NE 07 2.90E 08 1750 2.93E 07 2.a m 07 2.70E 0F 2.33E 07 1.748 07 3.9n Os 2000 2.348 07 IJ18 OF 2.20E 07 1.9es 07 1.54E 07 4.m.08 2250
.1.ME 07 1.935 0F 1.348 07 1. m 07 1.39E 07 5.0M 38 :
.2500 1.m OF 1. eat OF 1.5M 0F 1.445 0F 1.235 0T 5.2M 08 3000, 1.19E 07 1.19E 0F 1.14E 0F 1.00E*07 9.73E 08 5.22E 08, ;
3500 9.40E 08 9.39E*00 9.225 08 8.79t*03 8.01E 08 4.90E 08 '
4000 7.598 08 T.395 08 T.4M 08 T.19E 0E 4.67E 08 4.48E 08 (
4500 4.25E 08 e.248 08 4.15 00 5.90E 08 5.42E 08 4.058 08 5000 5.23E 08 5.235 08 5.185 00 5.045 08 4.79E 08 3. m .0s 5300 4.445 08 4.455 08 4.40E 08 ~4.315 08 4.12E 08 3.25E 08 6000
- 3. m 00 3. m 08 3.79E 08 3.715 08 3.Sas 08 2.92E 08 4000 3.34E.0s 3.34E-0e 3.34E 05 3.295 08 3.19E 08 2.ee8 08
' 7000 2.995 03 2.99E 05 2.frE.08 2.95E 08 2.85E 00 2.428 05 7500 2.67E 00 2.4a5 08 2.det Os 2. m 08 2.54E 00 2.21E.08 0000 2.40E 04 2.41E.08 2.40E 08 2.3M 08 2.31E 08 2.03E 06 9000 1.NE 08 1.9M 08 1.9M-08 1.95E 08 1.91E 08 1.725 08 10000 1.6es 08 1.65E.08 1.d45-00 1. m 08 1.418 08 1.468 08 15000 9.03E 09 8.92E 09 8.9M 09 8.91E 09 8.8M 09 8.44E-09 20000 5.e5E 09 5.est 08 5.d48 09 5.59E 09 5.59E 09 5.47E 09 Peges 14 El-14 t -
.. , . . , f, , .' . . , . . , y,. ,
9300-ADM-4010.03 Rev. O EXHIBIT ' A (con't)
., , ? -
- Shine Coquutetten Festere stas 1Lity Ctese: C Date of Printing *12 15 19 H --
Onor w Gre ge 3 Sietenoeg noteese Nefekt setere '
Demmins \
meters \ 0 30 68 100 150 ' 300 i
l
~~~
' 400 - 3@ OLn 2.725 0F 1.645 06 6.43E 07 2.1N 07 1.t1'E 08 500 2.54E 06 2.245 06 1.55E 06 7.228 07 2.458 0F 1.238 08 408 - 2.1M 06 1.918 06- 1.42E 06 7.548 0F 2.7M OF 1.3 5 08 700 1.7M 06 1. m 06 1.29E 06 7.598 0F 3.0N 07 1.59E 08 800 1.50E 06 1.418 06 1.1es-Ob 7.42E 07 3.3M 07 1.86E 08 900 1.298 06 1.23E 06 1.048 06 7.135 07 3.5M 07. 2.21E 08 1008 1.1M 06 1.0M 06 9.335 0F 4.15E 07 3.40E 07 2.est 08 1250 a.32E 0F 8.04 0F 7.31E 07 5.7aE 07 ' 3.deE 07,4.18E 08 i
1508 6.40E*0F 6.2st OF 5.ats 07 4.sM 07 3.448 0F 5.9eE 08 1750 5.0M 0F 5.00E OF 4.71E 0F 4.10E=0F 3.13E 07 7.415 08 2000 4.115 07 4.048 07 3.40E 0F 3.445 07 2.79E 07 a.80E 08 2250 3.435 07 3.40E 0F 3.2M 07 2.98E 07 2.4N 07 9.4N 0'J 2500 2.90E 0F 2.aeE 0F 2.NE OF 2.585 0F 2.218 07 9.79E*/4 4 3000 2.145 0F 2.145 0F 2.095 W 1.ME OF 1.745 07 9.43r.08 3500 1;70E.W 1.70s 0F 1.475 W 1.40E 0F 1.e48 0F e.03E 08 4000 .,
1.35 OF 1.30E 0F 1.348 07 1.31E 0F 1.22E 57 8.2M 08 4508 1.15E 0F 1.145 0F 1.13E 0F 1.10E 07 1.03E 07 T.4M 08 5000 9.etE 08 9.618 08 9.53E 08 9.2EE 08 a.83E 08 4.725 08 5500 8.19E 08 a.22E 08 8.13E 08 7.945 08 7.61E 08 4.06E 08 4000 F.08E 08 7.0M 08 T.015 08 a.ast 08 a. m 08 5.4X-08 4500 4.248 08 6.23E 08 6.20E 08 6.10E 08 5.95 08 4.96E 08 p 7000 5.5M 08 5.548 08 F.53E 08 5.445 08 5.32E 08 4.53 08 7500 4.9M 08 4.99E 08 4.9es 08 4.90E 08 4.78E 08 4.145 08 8000 4.48E 08 4.50E 08 4.49E 08 4.43E 08 4.32E 08 3.80E 08 9000 3.64E 08 3.69E 08 3. eat 08 3.665-08 3.54E 08 3.22E 08 10000 3.11E*08 3.10E.00 3.00E 08 3.0M 08 3.02E 08 2.75E 08 15000 1.71E 08 1.40E 00 1.70E 08 1.49E 00 1.eas 08 1.40E 08 20000 1.0M 08 1.00E 08 1.00E 08 1.068 08 1.06E 08 1.064 08 1
Pose: 15 El-15
_ _ _ _ _ . _ _ _ _ _ - - . - - - - - - ' ' ' ' - ' ' - - " ' - ^
.... :1
- * ~
9300-ADM-4010.03 Rev. O EXHIBIT A (con'C)'
s . . .
i mine Caspatation Peeters ,
stability Claee 0 Sete of Printing 312 15 1906 * ~~
Snergy Gre gs 4 Ofotenes\ setense sofght esters '
Dewesind \ -
asters \ 0 30 es 100 150 300 "1
~
ett 4.NE M 4.10E 06 :2.50E 06 t.nes 06 - 3.NE 0F 2.945 Os See 3.90E M 3.425 06 2.348 06 1.145 06 4.2M 07 3.1 M os ;
400 3.21E.06 2.90E 06 2.15 06 1.1M 06 4.70E 07 3.455 08 4 700 2.89E 06 2.49E 06 1.95 06 1.19E 06. 5.14E 0T 3.80E 05 ago 2.30E 06 Lies 06 1.79E 06- 1.1M 06 5.558 0T 4.2e5 08 900 1.90E 06 1.aEE 06 1.418 06 1,13 06 5.835 0T 4.5E 08 1008 1.73E 06 1.445 06 1.458 06 1.068 06 5.9N 0F 5.59E 08
- 1250 1.30E 06 1.265 06 1.145 06'9.135 07 5.95E 07 T.93E os 1500 1.018 06 9.875 0F 9.1M 07 T.FIE Or 5.348 07 1.0M er 1758 8.05E 07 T.9eE 0F T.45 0F e.545 0T 5.045 0T,1.315 0F 2000 e.55E 0F 4.485 0T 4.195 0F 5.558 0T 4.50E 07 1.498 07 2250 5.50E-0T 5.458 OF 5.248 0F 4.798 07 4.025 07 1.5N 0T ages 4.448 0F 4. m or 4 50E 07 4.148 0T 3.59E 0T 1.438 07 3003 3.48E 07 3.475 0r 3.3st 0F 3. ass Or 2.8F5-0r 1.See GF 3500 2.??R 0F 2.775 OF 2.TM 07 2.485 0F 2.35 0T 1.40E 0T 4000 2.208 0F LaeE*0T 2.23E 0F 2.15E 0F 2.00E 07 1.375 07 450s 1.aAE 0F 1.875 0T 1.a85 07 1.80E 0F 1.74E 07 1.245 07 5000 1.55 0T 1.58E 07 1.57507 1.5M 07 1.45E07 1.118 07 5500 1.35E 07 1.348 07 1.34E 0T 1.31E 0T 1.288 07 1.00E 07 6000 1.175 07 1.175-0F 1.145 0F 1.148 0F 1.10E 07 9.00E 00 4800 1.03E 07 1.03E 07 1.03E 0F 1.018 07 9.815 05 8.23E 08 7000 9.23 08 9.215 08 9.1M 00 9.05E 08 8.82E os T.515 08 7500 8.248 08 8.25 08 8.23E 08 8.145 08 T.945 05 4.ast 08 8000 T.448 03 T.475 08 T.44E 08 T.35E 08 T.18E 38 6.32E 08 9000 e.12E 08 6.148 08 4.13E 05 4.0W 08 5.95E 08 5.34E 08 10000 5.15 08 5.1/3 0s 5.14E 08 5.115 08 5.03E 08 4.59E 0s 15000 2.a6E 08 2.8a 08 2.84E 05 2.55 08 2.81E 08 2.475 08 20000 1.80E os 1.315 08 1.80E 08 1.75E 08 1.7EE 08 1.758 00 Peges 14 El-16
. . . . . a. >
. ., e ,m,., . . : - +
9300-ADM-4010.03 Rev. 0
. EKHIBIT.A (con't) -
, Shine Computetten Festors .
Stability Clases C Bete of Printing s12 15 1906 --
Enerw armes 5 Ofstenseg Rotenee neight metere ~
' Doweetne \'
metere \ 8 30 de los' 150 300 400 4.9W 06 7.4eE M 4.34E 06 2.03E 06 ~ 8.44E 0F ' t.058 Or 500 7.00E 06 6.235 06 4.348 06 2.15 06 9.06E 0F 1.09E 07 des 5.a58 06 5.118 06 4.GIE or, 2.258 06 9.7aE=0F 1.15E 07 ,
700 4.ME 06 4.588 06 3.def 46 2.248 06 1.05E 06 1.22E 07 500 4.255 06 f.90E 06 3.ME-06 2.235 06 1.1M 06 1.315 07 900 3.47E 06 3.49E 06 7.00E 06 2.1M 06 1.17E 06 1.43 0F
- 1008 3.22E 06 3.93 % 2.7M 06 La 06 1.195 06 1.5es 07 1250 2.45E 06 2.38E 06 2.175 06 1.75E 06 1.17E 06.1.97E 07 1500' 1.m 06 ' 1.45 06 1.76E 06 1.50E-06 1.15-06 2.448 07 1750 1.558 06 1. 2 06 1.45E 06,* 1.28E 06 9.90E 07 2.aes 07 2000 1.2N 06 1.28E 06 1.218 06 1.095 06 8.ME 07 3.1M 07 2250 1.0E 06 1.078 06 1.03E 06 9.45 0F 8.05E 07 3.354 07
'2500 9.2EE 0F 9.17E*0F B.93E 0T 8. m W T.195 0F 3.40E OF.
3000 6.9eE*0F 6.958 0T 6.80E 0F 6.448 OF 5.40E OF 3.30E or 3500 5.405 0F 5.40E 0F 5.518 0F 5.2es 0F 4.81E 07 3.0ss or
4000 4.40E*ST 4.eW OF 4.548 Or 4.39E 0F 4.00E*0F 2.83E 0F 4500 3.448 07 3.m 07 3.80E 07 3.69E 07 3.48E 07 2.5eE 07 5000 3.25E 0F 3.258 07 3.25E 07 3.158 07 3.00E 07 2.31E 07 5500 2.79E 07 2.NE GT 2.77E 0F 2.71E 0F 2.40E 07 2.08E 07 4000 2.425 0F 2.43 07 2.40E 0F 2.348 07 2.25 07 1.am or 4500 2.148 0F 2.145 07 2.13E.07 2.10E 0F 2.068 OF 1.72E 07 7000 1.92E 07 1.93E 0F 1.718 0F 1.88E 07 1.868 0T 1.57E 07 7500 1.72E 07 1.73E 07 1.72E 07 1.70E 07 1. des 07 1.44E-0F 0000 1.55E 07 1.54E.0F 1.54E 07 1.545 07 1.50E 07 1.32E-07 9000 1.2 M 07 1.29E 07 1.25 07 1.27E 07 1.25E 07 1.13 07 10000 1.0pt 07 1.0eE-07 1.00E.07 1.07E 07 1.06E-07 9.e4E 08 15000 6.038 08 5.95E 08 5.99E-08 5.968-08 5.95E 08 5.645 0s 20000 3.80E 08 3.m 05 3.83 0s 3.7st Os 3.77E os 3.70E os ~
Peoes 17 El-17 4
_ _ _ _ _ _ _ _ . _ _ . _ _ _ _ _ _ _ . _ - - - - - - - - ^ - -
,. . 4.
n e <. ^ - . ~ .. . - .; - .
9300-ADM-4010.03 Rev. O
. EXHIBIT A (con't)
Mine Ceegutetten Factors . , .
e Steeltity Ctese C Date of Printtns 312 15 1906
Enarer Gre gs 6 Ofstensen Beteese refekt astees Bennoind \
meters \ 0 30 60 100 150 300 -
.'400 ' 1.455 W 1.20E N T.38006 3.3M 06 1.53E 06 2.68E 0F 500 1.148 05 1.018 05 T.058 06 3. 2 4 1.42E-06 2.7es Or 3 400 9.4534 8.40E4 6.5454 ~~ 3 .75E N 1.FM4 2.aN-Or 700 T.995 06 T 43E4 5.954 3.74E4 1.855 06 2.90E 07 800 6.385 4 6.49E 06 5.43E 4 ' 3.40E 4 1.95E 06 3.10E 07 900 5.98E 06 5.718-06 4.95E 06 3.55E 06 2.885 06 3.2M-Or
/
1000 5.28E 06 5.0M 06 4.44E 06 3.38E 06 2. 8E 06 3.'est Or 1250 4.05E 06 3.968 06 3.618 06 2.9M4 2.03E 06 4.13E 07 1500 3.23 4 3~145 .
06 2.958 06 2.53E 4 f.ast 06 4.aes Or 1750
- 2. 2 4 2.58E4 2.4584 2.13 4 1.72E 4 5.515 07 2000 2.185 4 1.1554 2.0M4 1.8M4 1.558 4 5.95E 0T 2250 1.adE 4 1.848 4 1.738 4 1.64E 4 1.40E 06 6.18E 07 2500 1.408 4 1.598 4 1.55E4 1.44E4 1.2eE 4 6.34E 0F 3000 1.22E4 1.2N4 1.19E 4 1.15 4 1. M 4 6.018 0T 3500- 9.90E ST 9.seE OT 9.758 07 9.3eE Or 8.435 0F 5.615 07 4000 E.20E 07 0.20E Or 8.15 0F T.sEE Or T.3M Or 5.145 0F 4500 6.afE 0F 6.aM 0T 6.aM 07 6.438 4T 4.2m Or 4.468 07 5000 5.aM Or 5.aes OF 5.8N Or 3.48E 0F 5.43E 0F 4.218 0F
$500 5.035 0T 5.0M-07 5.03E 07 4.93E 0r 4.73E 0F 3.31E.Or 6000 4.415 0F 4.40E 0F 4.3 M 07 4.3 3.Or 4.15E OF 3.448 0F 4800 3.915 07 3.918 0T 3. aft OF - 3.868 07 3.7X ST 3.1X 0T 7000 3.515 0r 3.51E 0r 3.49E.0T 3.458 07 3.3M 07 2.398 0F 7500 3.145 07 3.1M 07 3.15E 07 3.12E 07 3.055 0F 2.eSE 07 8000 2.865 07 2.8M 0F 2.8M 07 2.33E 07 2.TM 07 2.458 07 9000 2.3 M 0T 2.3M 07 2.3M-07 2.J55 07 2.31E-07 2.DaE 0T 10000 2.01E 07 2.01E.07 2.00E 07 1.99E 07 1.9e8 07 't.79E 07 15000 1.135 07 1.11E 07 1.1 3 -07 1.118 07 1.118'-07 1.068-07 20000 7.11E OS, 7.18E-08 T.155 08 T.065-00 T.068 08 6.93E 08 Petes 18 f
El-18
w -
. . v. , , . . ,
. 9300-ADM-4 10.03 Rev. 0 EKHIBIT A,(con,'t)
Eine Cesquutation Festers . .
Stability Cteses D Date of Printing 312 15 1986 -
EnergF scogs 1 Olete% telease nefshe asters Dewerind \
w ere \ 0 50 . 60 10s ISO 300
~
40s. 2.718 06 1.52E 06 3.738 07 5.10E- 5.33E.0P t.Ms.12
' ~'
SCO 2.03 06 1.34E.06 4.39E.0F 6.39E.08 4.538 09 1.09E.11 400 1.675 06 1.20E-06 4.775 07 8.044 08 4.118 09 1.335 11 700 1.3es 06 1.04E.06 4.94a.07 1.018 07 1.06a.es f.eas.11 800 1.14E.06 9.3es.0F 4.925 07 1.23E.07 1.39E.08 2.19E.11 900 9.55 07 8.200 0T 4.79E.07 1.435 0T 1.375 08 2.96E.11 1000 3.43 0F T.24g.0F 4. Sat.07 1.40E.07 2.49E.08 4.06s.11 1250 6.335 0T 5. des.07 4.05E.07 1.au 07 4.13E.Os .9.03 11 1500 4.918 0F 4J18.y 3.47E.0T 1,g7g.0F 5.T M.os 2.33E 10 1750 3.915 07 .3.64E.0F 2.9M.07 1.83E.07 T.06E.08 6.10s. 0 2000 3.18E.0F 3.00E 0F 2.55E.07 1.71E.07 T.ast.08 1.415.C9 2250 2.718 0T 2.39E.0T 2.26E.07 1.60E 07 s.25E.08 2.54s.09 2500 2.335 07 2.36E.07 1.95 07 1.4at.0F 8.375 0s 4.0M.09 300s 1.TM.07 1.72E.y 1J M.07 1.3E.07 s.13 08 T.4pt 09 3500 1.63.W 1.3er.07 1.298.W 1.05 0T T.Sas.es 1.15E-08 480s 1.14s.07 1.15E.0F t.05 0F 9.3 E.0s 6.95E.08 1.4es.os 4500 046E.08 9.545 08 9.075 0B s 00E.08 6.2M.08 1.70E.cs 5000 8.18E.08 s.13 08 T.735 08 6.96s.es 5.eds 08 1.aes.es 5S00 6.96s.08 6.968.Os 6.44s.08 6.0es.08 5. gee.08 1.958 0s 4000 5.99E 08 6.00E 0s 5.TM 08 5.335 05 4.54s.08 1.995.Os es00 5.375 08 !.34E.0s 5.20E.08 4. ass.es 4.20E.08 1.99E.cs MOs 4.855 0s 4.86t.08 4.700 08 4.41E.08 3.90E.03 1.FFE 08 7500 4.41E.Os 4.39E.08 4.29E.Os 4.015.'Os 3.508 0s 1.92E.Os 3000 3.9M.os 3.ME.08 3.90E.00 2.70E.0s 3.31E.0s 1.88E.08 M00 3.33E.cs 3.33E 08 3.20E.Os 3.13E.08 2.85E-Os 1.775 08 10008 2.865 03 2.ang.08 2.79E.08 2.6M.08 2.48E.08 1.658 08 15000 1,448 0s 1.d58 08 1.eet.Os 1.60s.Os 1.52E.08 1.19E-os 20000 1.0M-Os 1.0M.'Os 1.0M.08 1.csE.08 1.02E.08 s.738 09 Peso: 19 i
El-19 m _ _ _ _ _ _ _ . - _ . _ . _ _ _ _ _ _ . _ . _ _ _ . _ . _ __- - -
Y 5 t- n ,.- -
. ~9300-ADM-4010.03 Rev. 0 EXHIBIT A (con't) mine Caugutetfee Pastors stanility Ctaess 3 Sete of Printing s12 15 1906 .*
EnerW Breet 2 Diet'anse\ toteese Nefght esters Deweetne \ '
esters \ 0 3B 48 100 150 30s 488 3.5M 06 2.33E 06 9.4M er 2.NE Or F.90E 0s ' 2.NE ep * ~' -
500 2.ast 06 2.11E 06 9.918 er 3.14E 0F s.3ps.es 2.145 0p
- lL 400 2.455 06 1.9EE 06 1.015 06 3.3 M 07 8.955 05 2.30E 09
) 700 2.1M 06 1.ME 06 1.00E 06 3.61E 07 9.458 00 2.4M 09 800 1.555 06 1.5M 06 9.41E 0T" 3.35E 07 1.05E 87 2.6a5 09 988
- 1. M 06 1.42E 06 9.4et OF 4.00E Or 1.1M Or 2.98E 09 1000 1.455 06 f.29E 06 9.065.gr 4.2 3.gr 1.26E.0F 3.2 M Op 1250 1.158 06 1.058 06 8.035 07 4.3M Or 1.53E 07 4.115 09 1500 9.345 87 8.735 tr T.NE.gr 4J15 gr 1.rFE GF 5.455 09 1750 P.ME Or T.33E Or 6.13 0r 4.13 07 1. pas.or F.49E Op 2000 '4.51E 0F 4.23E 07 5.39E er 3.aes Or 2.068 07 1.00E os 2250 5.6M 07 5.445.s7 4.4M 8F 3.615 07 2.0M Or 1.39E Os 2508 4.90E 0F 4.88 W 4.3M or 3.34E 8r 2.04E 07 1.795 08 3000 3.9 5 0F 3.a M er 3.3 8 8F 2.355 97 1.975 07 2,est 08 3500 3.2M er 3.1M er 2.90s.or 2.5M Or 1.ms Or 3.49E-m 4800 2.705 97 2.eM ST 2.5M 07 2.20E er 1.48E 0F 4.1M 05 4500 2.295 g7 2.2M 0F 2.18 07 1.95E 8F 1.54E 0F 4.40s.08 5005 1.9FE 0F 1.95E 8F 1.87E 07 1.70E 07 1.40E 07 5.06E 08 5500 1.71E Or 1.70E Or .1.665 Or 3.30E 07 1.27E 07 5.23E 08 4000 1.495 07 1.49E 07 1.448 Or 1.348 07 1.14E 07 5.318 08 4000 1.355 Or 1.350 07 1.315 OF 1.2EE-0F 1.07E 07 5.305 08 7000 1.255 07 1.25E.0r 1.20E 97 1.13 0F 9.9m.08 5.25E m 7500 1.13 07 1.03 07 1.10E 07 1.065 07 9.27E-08 5.145 08 8000 1.03E Or 1.03E Or 1.015 07 9. Sat 0B 8.665 08 5.05E 08 9000 8.77E 08 8.758 08 8.61E-08 8.23E 08 T.55E 08 4.755 08 10000 T.54E-os F.548 Os T.4 3 es F.145 08 6.43E u 4.4FE Os 15000 4.54E 08 4.558 08 4.33Ee05 4.4'W 08 4.21E 05 3.32E os 20000 3.045 0B 3.045 05 3.0M 05 2.9m 06 2.941 08 2.475-0s k
O El-20
_ . _ _ _ _ _ _ _ ^ _ _ _ _
i
. v ..
' " .' '" ~
9300-ADM-4010.03 Rev. O EXHIBIT A (con't) c .
- mitne Computation Factors 1
Etellity Ctaset 0 Sete of Printing 312 15 1906 EnerW Gre98 3 01staneeg ad esse selske meters Dewerind \
meters \ 0 30 40 100 150 300 400 5.398 06 3.410-06 '1.375 0F 5.70E 07- 1.915-07. 9.82E 09 500 4.43E 06 3.30E 06 1.63E 06 5.985 07 1.99E 07 1.02E 08 det 3.80E % 3.01E 06 1.488 06 4.2EE 07 2.0M 07 1.06E 08 700 3.31E 06 2.75E 06 1.648 06 6.41E 07 2.18E 07 1.11E 08 000 2.915 06 2.4at 06 1.61E 06 6.945 07 2.30E 07 1.14E 05 .
900 2.35 06 2.288 06 1.53E 06 T.225-07 2.45E 07 1.23E 08 1000 2.31E M 2. M 06 1.48E 06 7.435 07 2.62E 07 1.31E 08 1250 1.84E 06 1.71E 06 1.33E 06 7.40E 07 3.00E 07 .1.5 M 08 1500 1.53E 06 1.43E 06 1.175 06 7.455 07 3.34E-07 1.82E-08 1750 1.2st 06 1.21E 06 1.03E 06 T.10E 0T 3.SaE 07 2.245 08 2000 1.09E 06 1.04E 06 9.10E 07 4.665 07 3.70E 07 2.80E 08 .
2250 9.53E 07 9.20E-07 8.19E 07 4.24E 07 3.73E 07 3.40E 08 2500 8.43E 07 4.18E 07 7.385 8T 5.82E 07 3.70E 07 4.10E 05 3000 4.72E 07 6.58E 0T 6.0R 07 5.05E 07 3.51E 07 5.43E 08 3500 5.59E 07 5.50E 07 5.15E 07 4.41E 07 3.23E 07 6.954 08 4000 4.72E 07 4.465 07 4.41E 07 3.87E 07 3.03E 07 8.06E 08 4500 4.03E 07 3.99E 07 3.81E 07 3.41E 07 2.768 07 8.89E 08 5000 3.4at 07 3.44E 07 3.32E 07 3.02E 07 2.51E.07 9.448 08 5500 3.04E 07 3.03E 07 2.92E 07 2. eat-07 2.29E 07 9.74E 08 6000 2.67E 07 2.d44 07 2.58E 07 2.40E 07 2.00E 07 9.83E 08 6500 Z.42E 07 2.41E 07 2.35E 07 2.20E 07 1.948 07 9.79E 08 7000 2.22E'07 2.21E 07 2.15E 07 2.03E 07 1.315 07 9.edE 08' 7500 2.03E 07 2.03E-07 1.9eE 07 1.57E 07 1.68E 07 9.518 08 8000 1.864 07 1.86E 07 1.82E 07 1.748 07 1.57E 07 9.30E 05 9000 1.59E 07 1.59E 07 1.548 07 1.50E-07 1.3aE 07 8.30E os 10000 1.38E 0? 1.3st 07 1.358 07 1.30E 07 1.21E 07 8.258 08 1S000 8.415 08 8.40E 08 8.34E 08 8.14E 08 T.79E os 4.15E 08 20000 5.448 08 5.6es-08 5.644 08 5.55E 08 5.39E 08 4.40E-08 Peso 21 El-21
_ _ _ _ ._a_ _ _ _ _ . - ----- - - - - - - - -- ' ' - - - - ' - - " - - ' " - ' - ^ - - - - ' _ _ . _ _ , _ . _ _ _ _ _ _ - - . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - " ~ ~
i l
, . . 1
.~ . . . .c .
~
, 9300-ADM-4010.03 Rev. O ;
EIHIBIT A (con'C)
'shineCamputetionfactors
.i i
Statllfty Cteses 0 Date of Printing 312 15 1986 .- i Energ7 Groups &
Ofstanse\ aetenee neigne seters-Sewwfnd \
motors \ 0 30 . 60 100 150 ' 300
. 400 $ 8.145 40 5' . 41E906 2h06;. 9.2SE 0T 3.525 07 2.70E 08 - ~ ~ ~ ~
500 q
- 6. m 06 4.96E 06 2.47E 06 9.66E 07 3.42E*07 2.7M 08 !
600 5.71E-06 4.535 06 1.518 06 1.018 06 3.745 07 2.a5E 08 ,'I NO 4.9M 06 4.12E 06 2.50E 06 1.06E 06 3.ast 07 2.96E 08 }
act 4.3st 06 3.75E 06 2.458 06. 1.10E 06 4.06E 07 3.058 08 900 3.90E 06 3.42E 06 2.3M 06 1.145 06 4.2M 07 3.17E 08 1000 ~3.50E 06 3.128 06 2.2M 06 1.1M 06 4.50E 07 3.31E 00 1250
- 2. m 06 2.40E 06 2.04E 06 1.195 06 5.04E 07,3.70E Os )'
1500 2.ht 06 1.1M 06 1.31E 06 1.1M-06 5J1E 07 4.218 0s 1750
't. m 06 1.37E 06 1.40E 06 1.12E 06 5.86E 07 4.89E 08 2000 1.4et 06 1.61E 06 1.41E 06 1.058 06 6.01E.07 5.79E 08 2250 1.4as 06 1. W 06 1.20E 06 9.848 07 6.03E 07 6.73E 00 2500 1J1E 06 1.28E-06 1.148 06 9.1M 07 5.96E 07 7.80E r DS 3000 1.05E 06 1.m*06 9.548 07 7.98E 07 5.45E 07 1.01E 07 3500 8.m 07 8.m W 8.15E 07 7.83E.07 5.2M.07 1.21E.07 4000 7.44 07 7.40E 07 7.02E 07 6.19E 07 4.48E 07 1.30E 07 4500 6.W 07 6.34E 07 4.095 07 5.4M-07 4.45E 07 1.50E 07 5000 5.5at 07 5.548 07 5.32E 07 4.aes 07 4.06E.07 1.5at 07 5500 4.88E 07 4.358 07 4.49E 07 4.33E 07 3.71E 07 1.42E 07 6000 4.30E 07 4.29E 07 4.16E-07 3.80E 07 3.30E 07 1. m 07 4500 3.92E 07 3.90E 07 3.815 07 3.5M 07 3.15E 07 1.62E 07 7000 3.5M 07 3.54E 07 J.4M 07 3.29E 07 2.96E 07 1.60E 07 7500 3.29E 07 3.2st 07 3.22E-07 3.06E 07 2.74E 07 1.57E 07 8000 3.05E 07 3.03E 07 2.9M 07 2.838 07 2.5eE 47 1.545 07 9000 2.40E 07 2.59E 07 2.558 07 2.458-07 2.258 07 1.458 07 10000 2.258 07 f.258 07 2.22E 07 2.148-07 1.99E 07 1.36E 07 15000 1.395 07 1.3aE 07 1.38E 07 1.358 of 1.29E 07 1.02E 07 20000 9.3M 08 9.37E 08 9.345 08 9.20E-08 8.93E 08 7.448 08 '
(
es 22 1 i
El-22 A
. .' !, . j,.' ,
, ,g . . ~
. 9300-ADM-4010.03 Rev. 0 EIHIBIT A (con't)
~, < mine Cengutstion Factort- .
) StabfLity Claess 8 Dete of Printine 412 15 1906 ~*
enerw Ormes S Ofstaneeg setenee nefshe'metece' Dowwind \
meters % 0 30 de 100 150 300
~~
'400 1.505-351,830 06 4.2sE 06 1.40E 06 .7.s M 0T' 9.918 OS. '
500 1.22E 05 9.018 06 4.48E 06 't.87E 06 8.048 07 1.01E 07 400 1.045 05 8.345 06 4J7E M 1.948 06 8.22E 07 1.02E 07 700 9.05E 06 7.50E 06 4.37E 06 .2.02E 06 3.45E 07 1.045 07 800 1 7.9 M M 6.83E 06 4.485 00 2.10E 06 8.73E 07 1.07E 07 '!
900 7.085 06 4.345 06 4.345 06 2.15 06 9.005 07 1.09E 07 1000 6.3M 06 5.71E 06 4.1M 06 2.2M 06 9.448 07 1.12E 07 1250 5.1M 06 4.7M 06 3.74E 06 2.2M 06 1.03E 06 1.20E 07
- 1906 4.30E 06 4.045 06 3.35E 06 2.22E 06 1.11E 06. 1.305 1750 3.e48 06. 3.4M 06 2.90E 06 2.13 06 1.1M 06 1.43E-07 2000 3.135-06 3.01E 06 2.445 06 2.00E 06 1.1
- 06 1.59E 07 2250 2.TM 06 2.48E 06 2.418 06 1.85 06 1.195 06 1.748 07 2500 2.4aE 06 2A1E 06 2.19E 06 1.7M 06 1.18E 06 1.95E OT 3000 2.018 06 1.9M 06 1.335 06 1.34E 06 intas te 2.345 0F !
3500 1.78 06 1.6M 06 1J M 06 1.37E 06 1.048 06 2.71E 07 4000 1,4M 06 1 A35 06 1.348 06 1.21t 06 9.e3E 07 3.00E 07 4500 1.258 06 1.248 06 1.19E 06 1.005-06 8.34E 07 3.21E 07 5000 1.10E 06 1.09E 06 1.05E 06 9.40E 07 8.11E 07 3.345 07 5500 9.438 07 9. Sat 07 9.2M 07 a.40E 07 T.42E 07 3.40E 07 6000 8.52 07 8.31E 07 8.i?E 07 7.745 0F 6.79E 07 3.40E 07 4500 T.80E 07 T 7EE 07 7.59E 07 7.145 0F 6.34E 07 3.3M 07 7000 7.15 07 7.14E.07 6.99E 07 6.415 0F 5.945 07 3.32E 07 7500 6.41E 07 6.5 5 07 4.440 07 6.13E 07 5.558 07 3.26E 07 8000 6.09E 07 6.09E 07 5.90E.07 5.718 07 5.20E 07 3.1aE 07 9000 5.25E 07 5.24E 07 5.17E 07 4.97E 07 4.39E 07 3.01E 07 10000 4.5M 07 4.38E 07 4.51E 07 4.35E 07 4.065 07 2.82E 07 '
15000 2.448 07 2.86E 07 2.85E 0F 2.75 07 2.448-07 2.125 07 20000 1.955 07 1.9M 07 1.94E 0F 1.91E 0F 1.345 07 1.40E 07 -
Peso 25 i
l 4
e El-23 i
4
, , ,y
.e. ~,. , , , . . ,.,. ,, ,
EIRIBIT A (con't) 9300-ADM-4010.03 Rev. 0
. 3 .
mine Caseutetten Fostere e
Statitity Cteses B Date of Printint s12 15 1906
. EnarW orows 4 Ofereneog Seteese nefent tuere Dewwiral \
esters % 0 30 40 100 150 300 400 ..2.445 05 .1.585 05 6.86E 06 3.03E M.v. 1.45E 06 2.39E 07 500 1.90E 05 1.455 05 7.21E M 3.12E 06 1.44-M 2.42E 07 4 400 1.48E 05 1.33E 05 7.3at M 3.238 04 1.50E 06 2.45E 07 700 1.448 05 1.216 05 7.39E 06 3.33 06 1.5 X 06' 2.6at 07 800 1.29E 05 1.10E 05 7.24E 06' 3.50E 06 1.5M 06 2.715 07 900 1.148 05 1.015 05 7.058 06 3.41E-06 1. m 06 2.76E 07 1000 1.895 05 9.23E 06 4.78E 06 3.70E-M 1.48E 06 2.80s 07 1250 E.3de 06 7.73E 06 6.14E 06 3.77E 06 1.m 06 '2.93E 47 1500 6.9et 06 6.5as 06 5.49E 06 3;70E 06 1.948 06 3.00E'07 -
1750 5.ME 06 5.67E 06 4.90E 04 3.54E 06 2. m M 3.2st 07 2000 5.145 06 4.945 06 4.3aE-06 3.348 06 2.06E 06 3.53E 07 2250 4.3M 06 4.43E 06 3.99E 06 3.15E 06 2.05E 06 3.30E 07 2500 4.10E 06 3.998 06 3.648 06 2. m 06 2.02E 06 4.39E 07 3000 3.3ds 06 3.29E 06 3.075 M 2.41E 06 1.9EE M 4.72E.07 3500 2. m 06 2.81E 06 2.4E5 06 2.32E 06 1.80E 06 5.258 07 4000 2.44E 06 2.43E 06 2.31E 06 2.0M 06 1.6M 06 5.eet 07 4500 2.145 06 2.12E 06 2.048 06 1.85E 06 1.54E 06 5.9eE 07 5000 1.48E 06 1.8M 06 1.30E 06 1.e4E 06 1.41E 06 6.14E 07 5500 1.6e5 06 1.e44 06 1.41E 06 1.49E 06 1.30E 04 6.23E 07 6000 1.4aE 06 1.48E 06 1.44E 06 1.358 06 1.19E 06 6.21E 07 4500 1.345 06 1.34E 06 ?.33E M 1.25E 06 1.12E 06 4.15E 07 7000 1.265 06 1.25E 06 1.23E-06 1.14E 06 1.05E 06 6.05E 07 7500 1.145 06 1.14E 06 1.14E 06 1.oet 06 9. m 07 5.92E 07 8000 1.0M 06 1.07E 06 1.06E 04 1.01E 06 9.23E 07 5 7aE 07 9000 9.32E 07 9.29E 07 9.1N 47 8.83E 07 8.18E 07 5.47E 07 10000 8.17E 07 8.145 07 4.05E 07 7.7sE 07 7.2aE 07 5.13E 07 15000 5. tat 07 5.1M 07 5.14E 07 5.04E 07 4. m 07 3.87E 07 20000 3.5M 07 3.57E 07 3.545 07 3.51E 07 3.415 07 2.964 07 Paget 24 l
El-24 '
_ _ _ _ _ _ _ _ _ - _ - - - - _ - - - - _ - - - - - s-------
l~
- i. . . . ,,.
i -
, 9300-ADM-4010.03 Rev. 0
. . , , mine Cagutselen Fosters ,
Stability Clases .E Date ri Printing 312 15 1986 * -
SnurW are@t 1 Ofetanseg solesso Nefght asters' '~
Dowwfnd g meters \ 0 38 as 108 150 300 1
l
' ~
^# ~
'580 4.348 06' 1.595 06 '2.85E 07 4.045 0S 4.29E 0F T.25412-500 3.35E 06 1.5M 06 3.242 07 4.50E 0s 4.75E 09 s.005 12 .
408 2.77E 06 1.53E 06 3.47E 07 5.025 0s 5.24E 09 s.32E 12 Me 2.34E.06 1.445 06 4'.10E 0F 5.71E 03 5.ME 09 9.86E 12 800 2.00E 06 1.3M ro 4.4ee 0T- 4.40E 08 4.73E 0C 1.12E 11 900 1.73E.06 1.2M 06 4.73 07 7.73E 0s 7.79E.09 1.2SE 11 1000 1.515 M 1.13E 06 4.aSE 07 9.ees Os p.14E 09 1.4M 11 1250 1.14E 06 9.35E 0F 4.93E 07 1.22E-07 1.37E 08 2.1M 11 1508 9.2EE 07 7.795 or 4.713 0T S.5te OF 2.115 08 3.358 11
' 1750 '
7.49E.07 6.55E 0F 4.36E 07 1.715 07 3.13 08 5.52E 11 2008 a.20s.07 5.55E 0F 3.9et.07 1.335 07 4.2M os 9.74511 <
2250 5.33E 0F 4.44E 07 3.488 0T 1.87E.07 5.248 08 1.48E 10 2508 4.435 0F 4.2 m*0T 3.345 07 1.s7E.0T 6.12E 08 2.9es.10
, 3008 3.59E 07 3.3E7 0F 2.79E 07 1.7EE*0F 7.445-os 8.7310 3500 2.905 07 2.77E.Or 2.37E.0r 1.485 0r 3.12E 08 1.998 09 4000 2.395 07 2.318 0F 2,03E.0F 1.50E 07 8.34E.08 3.744 09 4500 2.018 07 1.95E 0F 1.75E 0F 1.34E 07 s.30E Os 6.00r.09 5000 1.70E.07 1.d4E 0F 1.325 07 1.22E 07 s.03E 08 s.518 09 5500 1.44E 07 1.435 07 1.32E 07 1.10E 07 7.64g.08 1.10E 08 4000 1.2M 07 1.2SE OF 1.148 07 9.ast Os 7.225 08 1.33E os 4806 1.14E 0T 1.15E 0F 1.07E 07 9.255 08 6.9M 08 1.465 08 7008 1.0M OF 1.05E 0T 9.9es 08 3. eat.0s 4.648 0s 1.5aE Os 7500 9.92E os 9.798 08 9.245 08 8.135 0s a.34E 08 1.aat 08 j 8000 9.20E os 9.10E Os 3.43E Os T.65E 08 6.0M 08 1.768 0s !
9000 7.95E Os F.35E Os 7.545 08 6.77E 08 5.54E 08 1.aes os 10000 e.95E os. 6.938 08 4.448-08 a.068 os 5.0 M os 1.95E 08 15000 4.43E 08 4.42E os 4.30E.0s 6.05E.08 3.598 08 1.938 0s 20008 3.Get Os 3.095 es 3.01E Os 2.90E 08 2.65E 08 1.718 0s j 1
l l
21-25
't
,[ ,
., ',' f,
- 2 f ,' *
, 93co_g M-4010.03 m.0 Shine Costutetten facters ,
stability clases E Sete of Printing 312 15 1936
~
EnerW Grows 2 Ofstenses notesse nefskt severe Sounwing \
meters \ 0 30 40 100 150 300
' 400 ^
4.9 M 06 2.498-06' 8.NE 07 2.74E 07' T.40E 08 1.933 09 500 4.118 06 2.448 06 9.098 07 2.85E 07 T.e3E Os 1.975 09 . -
400 3.38E 06 2.345 06 9.42E 07 2.92 07 T.865 00 2.03E 09 700 3.15E 06 2.22E 06 9.738 07 3.068 07 8.145 00 2.10E 09 800 2.81E 06 2.095 06 9.95E' 0T* 3.1M 07 8.44E 08 2.1M 09 900 2.52E 06 1.95E 06 1.018 06 3.33E 07 .s.065 00 2.2st 09 1000 . 2.20E 06. 1.85E 06 1.018 06 3.49E 07 9.28E 00 2.3EE 09 1250 1.868 06 1.5 M 06 9.325 07 3.465 07 1.055 07 .2.4M 09 1500 1.54E 06 1.345 06 9.25E 07 4.135 07 1.20E 07 3.04E 09 130 1.32E.06 1.18E 06 4.64E 07 4.318 07 1.375 07 3.548 09 2000 1.13E 06 1.068 06 T.95E 07 4.3as 07 1.355 07 4.198 09 2250 1.00E 06 9.19E 07 T.375 0T 4.35E 07 1.est 0T 4.95E 09 i 1 2500 a.93E 07 8.34E.07 4. m .07 4.25 0T 1.83 07 5.84 09 3000 T.218 07 6.485 87 5.86E 0T 4.0M 07 1.9sE.07 8. m 09 3500
- 6. m 0T 5.795 07 5.0M 0F 3.T3 07 2.06E 07 1.25E 0s
'800 3.10E 0T 4.96E 07 4.42E 0F 3.415 07 2.075 8T 1.70E-00 4500 4.3M 07 4.245 07 3.875 07 3.10E 07 2.02E 07 2.26E 0B 5000 3.79E 07 3.715 07 3.425 0T 2.a2E-07 1.95E 07 2.838 08 5500 3.31E 07 3.255 07 3. m .07 2.54E 07 1.aeE 07 3.39E os does 2.95 07 2.84 07 2.7W 47 2.33E 07 1.NE OT 3.898 08 ,
4500 2.70E 07 2.44 0T 2.53 07 2.20E 07 1.685 07 4.1M os I 7000 2.515 07 2.4as 07 2.35E 07 2.075-07 1.42E 07 4.42E 05 7500 2.348 07 2.32E 07 2.20E 07 1.94E 07 1.54E 07 4.63E 0g 8000 2.19E 07 2.1M.07 2.0M 07 1.35E.07 1.50E-07 4.818 os 9000 1.92E 07 1.915 07 1.83E 07 1.46E-0F 1.38E-07 5.08E 05 10000 1.71E 07 1.eeE 07 1.43E.07 1.50s 07 1.275 07 5 248 08
- 15000 1.13E 07 1.135 07 1.10E 07 1.044 07 9.318 08 5.175 00 20006 84118 08 8.09E 08 T.955 08 T.448 08 T.05E 08 4.42E os El-26
If ,
- h. .
m ,. ,,t.4- .
. . .~
\
... , j 9300-ADM-4010.03 Rev. O EXHIBIT A (con'.t) )
.( - -
v l
Shine Cauquutetten,. festers e Statility Cteses E Gete of Prfating 312 15 1906 --
Ener y Gre ge 3
- Sleteneog' toteese neight meters i
Dewedad \-
)
i- ~ esters \ 0 30 60 100 150 300 -
400- F,40E 06 3.NE 06 1$4ds 06i 5.448 0F 1.5E.07 9.448 09 '
500 6.285 06 3.NE 06 1.318 06 5.545 07 1. m 07 9.61E 09 400 f.45 06 3.m 06 1.548*M 5.en OF 1.91E=0F 9.NE 09 700 . 4.84E 06 3.458 06 1.40E 06 5.848 07 1.958 07 1.00E-08 800 4.3M 06 3.268 06 1.435 06. 6.025 07 2.00E 07 1.03E 08 l 900 3.90E 06 3.045 06 1.40E 06 4.22E 07 2.065 07 1.058 08 1000 3.548 06 2.m 06 1.e5E 06 6.458 07 2.12E 07 1.ou os 1250 2.95E 06 2.49E* N 1.615 06 6.93E 07 2.30E 07.1.14E 08 1500 2.47E06 2.te 06 1.33 06 7.32E 0T 2.53 07 1.2et.0s 1750 ' 2.115 06 1.915 06 1.42E N 7.548 0F 2.NE OT 1.39E 00 2000 1.83E 06 1.em 06 1J1E 06 7.59E 07 3.035 07 1.54E 00 2250
- 1. M 06 1.32E 06 1.2 M 06 T.53E 0T 3.23E 07 1.718 08
- 2500 1.4et 06 1.3 M 06 1.148 06 T.30s.07 3.415 07 1.91E 08 3000 1.20E 06 1.145 06 9.415 0F 6.93E 07 3.ME 0T 2.455 5 3500 1.018 06 9.728 0F 8.58E OF 4.m OF 3.73E 0T 3.1M.08 4000 a.m.0F 3.375 07 7.348 0r 3.90E.0F 3.718 07 3.9de os 4500 7.448 07 T.23 0F e.NE.OF 5.40E 07 3.415 07 4.90E 08 5000 6.50E.07 6.37E 07 5.90E 0F 4.925 c7 3.4at.07 5.aet Os 5500 5.73E 07 5. m 0F 5.2m 07 4.495 07 3J1E.07 a 7sE.cs 6000 5.00E Or 5.00E 0F 4.725 0F 4.10E 07 3.135 07 7.40E.0s 4800 4.72E.0F 4.448 0F 4.415 07 3.87E.07 3.018 07 8.068 08 7000 4.40E 07 4.34E.07' 4.13E.07 3.445 07 2.90E OF 8.44E.00
.7500 4.115 07 4.07E.07 3.3a.07 3.448 07 2.79E 07 8.80E Os 8000 3.85E 0F 3.82E 07 3.eSt.07 3.23 07 2.6m.07 9.09E.0s 9000 3.40E.07 3.37E 07 3.2SE 07 2.968 07 2.47E-07 9.51E 08 10000 3.038 07 3.01E 07 2.91E 0T 2.48E 07 2.25 07 9.748 Os 15000 2.048 07 2.035 07 1.995 07 1.80E 07 1.49E 07 9.52E.00 20000 1.44E.07 1.47E.07 1.458 07 1.39E.07 1.298 07 8.518 05 ,,
Peost 27
/
El-27
.i
.,c j 9300-ADM-4010.03 Rev. 0
'EIBIBIT A (con't)
, mine Camputetfen fasters, .
StaDitity Clases E Date of Prfating st2 15 1906 _.
Energy grows 4 Ofstenoeg metenee neight asters ]
Deweeind \ )
me ere \ 0 30 de 100 150 300 ]
j
~
408 1.'1@05 < S.73E4 2.21t* 8.95E.07 3.418 07 2'.425 0E-500 9.54E 4 5.45E 4 2.2954 9.09E 07 3.44E 07 2.668 0s ,.
400 . 4.2EE 4 5.45E 4 2.34E4 9.24E 07 3.515-07 2.49E os 700 7.30E 06 51884 2.43E 4 9.475 07 3.37E 07 2.73E os
' age 4.51E 04 4.89E4 2.48E506 9.71E 07 3.d48 07 2.?IE Os ,
' 900 5.888 4 4.408 4 L51E4 1.00E4 3.72E 07 2.E58 Os 1000 5.32E 4 4.3 3 4 2.51E4 1.05E4 3.81E 07 2.89E os -
1250 4.40E4 . 3.77E4 2.45E 4 1.10E4 4.054 07.3.048 os 1500 3.7234 3.25E4. 2.3N4 1.1484,4.3es 07 3.23E os 1750 3.20E 4 2.905 4 2.15 4 1.19E 4 4.71E 07 3.454 08 2000 2.75E 4 2.54E 4 2.03E 4 1.19E4 5.00E 07 3.73E os 2250 2.498 4 2.32E4 1.aeE 4 1.1aE4 5.37E 07 4.02E os 2500 2.248 4 2.10E 4 1.758 4 1.14E4 5.415 07 4.34E 08 3000 1.84E 4 1.7884. 1.53E4 1.08E 4 5.95E 07 5.25E4 3500 1.54E 4 1.518 4 1.34E 4 1.01E4 4.055 07 6.29E 08, 4000 1.344 4 1.305 4 1.154 9.32E W 5.985 07 7.58E.08 4500 1.17E 4 1.144 4 1.04E.06 8.54E 07 5.aEE 07 9.02E 08 5000 1.03E4 1.00E 4 9.315 07 7.81E 07 5.59E 07 1.054 07 5500 9.038 07 8.88E 07 8.32E 07 T.15J 07. 5.335 07 1.1@07 6000 8.04E 07 7.92E 07 7.4@07 4.54817 5.048 07 1.31E 07 6500 7.4 @ 07 7.39E 07 T.01E.07 e.19E 07 4.468 07 1.30E 07 7000 4.99E-07 6.915 07 e.S e of 5.aes 07 '4.est 07 1.448 07 7500 e.55E 07 6.4aE 07 e.20E-07 5.55E 07 4.50E 07 1.49E 07 8000 ,
4.158-07 e.10E 07 5.84E 07 5.275 07 4.33E 07 1.53E-07 9000 5.45E 07 5.40E 07 5.215 07 4.748 07 4.00E 07 1.5 @ 07 f 10000 4.875 07 4.84E 07 4.eaE 07 4.32E-07 3.70E 07 1.62E 07 4 15000 3J1E 07 3.308 07 3.25E 07 3.06E 07 2.75E-07 1.57E 07 000 2.4,E.07 2.4,E.07 2. m .07 2.. 0, 2.i,E.07 ,.41E.07 i
%s 28 El-28 l l
(.. . .
..........m.........m
N
. - * *~
+ .
~
'9300-ADN010.03 Rev. 0 EXHIBIT A (con't)
I,
,.ShineCamputetienfestere.
Stability Cteses E Date of Peltding 312 15 1906 --
Enerfr er**8 5 Gletaneeg meiseneleefshtmeters Sounuine \
antece \ 8 30 de 100 150 300 +
/ .
j ~
400 3.185 05at.03E W 3.9eE 06 1.75E 06 T.70E 0F 9.75E 00
500 1.77E 05 1.025 05 4.125 06 1.775 06 7.73E 07 9.335 08 600 1.53E 05 9.N E 06 4.268 06 1.80E 06 7.8d8 07 9.90E 0E -
700 1.365 05 9.42E M 4.40E-06 1.33E 06 7.96E 07 9.995 08 000 1.1M 05 a.90E 06 4.50E 06 1.88E 06 4.065-07 1.01E 07 900 1.07E 05 8.37E 06 4.548 06 1.92E 06 8.1M 0F 1.02E 07 1000 9.69E 06 7.448 06 4.585 06 1.9es 06 8.33E 07 1.03E 07 1250 8.01E 06 6.465 06 4.49E 06 2.10E 06 8.71E 07.1.07E 07 1500 , 4.7?E 06 '6.018 06 4.2m, M ,2.20E 06 9.21E $r 1.10E 07 1750 5.33E 06 5.30E M 4.01E 06 2.248 06 9.80E 07 1.15E 07 2000 5.04 06 4.70E 06 3.73E 06 2.27E 06 1.065 06 1.218 07 2250 4.57W M 4.27E-06 3.4M 06 2.258 06 1.09E 06 1.2aE 07 2500 4.125 06. 3.aN 06 3.265 06 2.20E 06 1.13E M 1.33E 07 3000 3.42E M 3.275 06 2.35E- M 2.0E 06 1.18E 06 1.495 07 3500 2.935 M 2.33 M 2.52E M 1.9N 06 1.19E 06 1.am 07 4000 2.53E M 2.44E 06 2.25E 06 1.79E 06 1.im 06 1.91E 07 4500 2.215 06 2.148 06 1.94 # 1.655 06 1.15E M 2.17E 07 5000 1.95E 06 1.915 06 1.Tet 06 1.515 06 1.10E 06 2.43E 07 -
5500 1 73E 06 1.71E.06 1.40E 06 1.39E 06 1.058 06 2.47E 07 4000 1.35E 06 1.338-M 1.45E 36 1.2EE 06 9.9es 07 2.38E-07 4500 1.45E 06 1.43E 06 1.3df 05 1.21E 06 9.43E 07 3.00E 07 7000 1.34E 06' 1.348 06 1.20E 06 1.155 06 9.20s.or 3.10E.07 7500 1.2N 06 1.2df 06 1.21E 06 1.09E 06 8.948 07 3.19E.07 8000 1.20E 06 1.198 06 1.145 06 1.048 06 8.61E 07 3.2SE 07 9000 1.07E 06 1.06E 06 1.03E 06 9.42E 07 7.99E 07 3.35E 07 10000 9.62E 07 9.57E 07 9.27E 07 8.59E 07 7.41E 0T 3.40E 07 15000 6.645 07 6.62E 07 6.44E 07 6.14E 07 5.54E 07 3.26E 07 20000 4.NE 07 4.39E 07 4.81E 07 4.d48 07 4.30E 07 2.91E 07 I
Petst 29 l
El-29
7 t -
- ~
EXHIBIT A (con't)
.mt,no Cagutetha Festers stability class: E Sete of Printing 312 15 1986 '
Energy are w: 6
. Ofstense\ setenee we'fgH enters Bewe' rind \
asters \ 0 38 60 10s 150 300
' 408 ' 3.5N' 05 .1. edge 05 6.35E 06. 2.MF 06 1.43E 06' 2.54E 07 500 2.90E 05 1.458 05 4.59E 06 2.9eE m 1.448 06 2.58E 07 ,
400 2.49E.5 1.598.g
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Doww(nd \ ,
entere \ 0 30 de 100 150 300
,400, 7.NEs06 1.3st 06. 2.458 er. 3.39 Eros 3.84E 09 6.30E 12 . -
l SOS 5.3M N 1.50E 06 2.SM 07 3.74E 0s 4.018 09 6.7ss 12 k
600 4.70E 06 1.3506 2.F35 07 3.NE 08 4.19E 09 7.0AE 12 I 700 4.03E 06 1.60E 06 2.9EE 0F 4.15E 08 4.40E 09 7.425 12 800 3.515 06 1. ace 06 3.1 5 0F,4.40E Os 4.e4E 09 7.84E 12 900 3.005 06 1Jm06 3.42E 0' 7 4.70E 08 4.95E 09 8.32E 12 q 1000 2.745 06 1.32E 06 " 3.70E 0F 5.0M 08 S.30E 09 8.89E 12 1250 2.20E 06 1.40E 06 4'.248 07 6.03E 08 4.19E 09 ,1.03E 11 1500 1.818 06 1.2dE 06 4.488 0F 7.35E 08 7.42E 09 1.25E 11 ,
l 1750 1.51E 06 1.11E 06 4. sed OF 9.048 08 9.145 09 1.40E 11
, l 2000 1.295 06 1.018 04 4.95E 0F 1.095 07 1.14E 08 1.858 11 l 2250 1.138 06 9 198 07 4.915 07 1.2dE*0F 1.448 08 2.275 11 2500 1.005 06 8.33E 0F 4.818 0F 1,415 0F ,1.80E 08 2. M 11 3000 8.038*0F 4.M E OF 4.40E 0F 1.406 0F 2.75E 08 4.425 It 3 Set 6.835 OF 4.055 0F 4.18E*0F 1.75 07,3.44E 08 7.148 11 4000 5.8BE 0F S.31E 0F 3.8M 0F 1.m OF 4.40E 08 1.14E 10 4S00 S.135 07 4.49E 07 3.54E 81F 1.850F 5.49E 08 1.955 10 5000 4.51E 0F 4.1 5 07 3.2SE 0F 1.84E 07 4.29E 08 3.335 10 5500 3.99E 07 3.73E 07 3.018 07 1.m 07 4.95E 08 5.5 m 10 4000 3.56E 07 3.3eE 07 2.77E 07 1.735 07 7.485 08 9.04E 10 6500 3.25E 07 3.07E 07 2. Sat 07 1.725 0F F.a2E 05 1.31E 09 7000 2.978 07 2.835 07' 2.420 07 1.448 07 0.0 & oS 1. m 09
,7500 2.738 07 2.415 07 2.2M 07 1.act 07 8.24E 00 2.47E 09 8000 2.525 07 2.425 07 2.11E 07 1.548 07 8.335 08 3.225 09 9000 2.16E 07 2.09E 07 1.8M Cf 1.42E 07 8.36E 08 4.99E 09 10000 1.8 & O7 1.82007 1.e55 0F 1.3 @ 0F 8.20E 08 7.01E 09 15000 1.24E 07 1.23E 07 1.15E-07 9.765 08 T.1M 08 1.34E 05 20000 8.8st Os 8.83E 08 8.415 08 7.44E 08 5.90E 08 1.7 % 08 Pages 31 i
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400 4.25E 06 2.45E 06 9.018.07. 2.41E 07 T.SSE 08 1.96E 09 '
900 . 3.87E 06 2.408 06 9.238 0T 2. m 07 T.72E 00 2.00E 09 1000 3.548 06 2.33E 06 9.45E 07 2.ME 07 T.aeE 08 2.04E 09 1250 3.018 M 2.1M 06 9.83E 07 3.00E 07 8.24E 08 ,2.13E-09
- 1500 2.415 06 1.99E 06 1.015 M 3.2M 07 S.72E OS 2.255 09 1750 2.2N 06 1. m 06 1.01E 06 3.49E 07 9.23E 00 2.30E 09 -
2000 2.015 06 1.47E 06 9.9FE 07 3.718 07 9.968 00 2.548 09 2250 1.838 06 1.558 06 9.TM ST 3. ass 07 1.0e5 07 2.715 09 2500 1.eds 06 1.44E 06 9.51E 0T 4.068 W 1.148 0T 2.895 09 3000 1.395 06 1.348 06 4.aFE 0T 4.268 07 1Jtt 0T 3.35E 09 3500 1.23 06 1.115 06 SJ18 0T 4.3dE w 1.44E.0F 3.a35*09 4000 1.085-06 9.99E 07 T.75E 07 4.3E 07 1.edt 0T 4.43 09 4500 9.70E 07 9.02E 07 T.23E 07 4.348 07 1.735 ST 5.14E 09 5000 8.72E 07 8.18E 07 6.710 07 4.26E 07 1.NE-07 ' 6.09E 09 5500 f.ast 07 T.45E 07 6.248 07 4.145 07 1.93E 07 T.26E 09 4000 T.140 07 6.81890T 5.81E 07 4.01E 07 2.00E 07 8.495 09 )
4000 6.62E 07 6.33E 07 5.448 07 3.aEE 0T 2.035 07 1.01E os
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mine esequuteefen Festors Staettity Stamos,P Date of Printine 124 5 1986
~
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sewnetne \
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'400 1.108 W' 3.68E606 ' 1.418 06"5.318 07 1JUE0T h34809' 500 9.148 06 3.795 06 1. W 06 5.345 07 1.41E 0T 9.32E 09 .
400 i 8.0H 06 3. M 06 1.455 M 5.415 07 1.82E 0T 9.30E 09 4 700 T.208 M 3.NE 06 1.4M 06 5.445 07 1.44E 07 9.4aE 09 000 4.50E M 3.79E M 1.50E 04 5.53E 07 1.84E 07 9.58E 99 900 5.NE 06 3.72E # 1.53E 06 5.418 07 1.aeE 07 9.48E 09
-1000 l 5.W 06 3.42E 06 1.548 06 5.488 0F 1.918 07 9.81E 09 1250 i
- 4. m 06 3.30E 06 1.42E 06 5.90E 07 1.9M 07 1.015 08 1500 4.835 06 3.1 5 06 1.458 06 6.146 07 2.048 07 1.06E 00 1750 3.548 06 2.875 06 1.488 06 6.44E 0T 2.13 07 1. gee os 2000 3.15E 06 2.445 06 1.43E M 6.748 07 2.22E 07 1.13E.08 2250 2.8M 06 2.455 06 1.60E 06 6.95 07 2.325 07 1.17E 08 2500 2.42E 06 2.29E 06 1.548 06 T.19E 07 2A3E 07 1.23 08 3000 2.23 06 1.995 06 1.448-06 T.4M 87 2.65 07 1.348 08 3500 1.9FE 06 1.80E 06 1.3M 06 7.59E 07 2.90E GT 1.44E 06 4000 1.75E-06 1.62E 06 1.2M 06 T.55 07 3.10E 07 1.60E 08 4500 1.34E 06 1.445 06 1.20E 06 T.4M 07 3.29E 07 1.TM 04 5000 1.43E 06 1.35E 06 1.12E 06 T.34E 07 3.44E 07 1.968 08 5500 1.30E 06 1.23E-06 1.055 06 T.148 07 3.545 07 2.19E os 6000 1.1M 06 1.13E 06 9.745 0T 6.91E 07 3.eSE 07 2.4M 0B eS00 1.1N 06 1.065 06 9.218 0T 6.70E 0T 3.70E-07 2.748 05 7000 1.035 06 9.40E 07 8.718 0T a.4 M 07 3.725 07 3.04E 08 7500 9.40E 07 9.2N 07 S.248 07 6.248 01 3.738 07 3.37E 08 8000 8.99E 07 8.70E 07 T.80E 07 6.068 07 3.72E 07 3.72E 00 9000 7.92E 07 T.718 07 T.01E 07 5.41E 07 3.64E 07 4.49P-08 10000 7.048 07 6.ast 07 6.33E 07 5.20E 07 5.5M 07 5.29E 08 15000 5.00E 07 4.95E 0T 4.648 07 4.05E 07 3.11E 07 T.69E os 20000 3.TM 07 3.73E 07 3.5M 07 3.22E 07 2.44E 07 9.18E-08 Pose 35 i
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,2500' 7.1984 6.31E4 4.34E4 2.1M4 9.01E 07 1.09E 07 3000 6.13E4 S.53E4 4.11E4 2.24E4 9.39E 07 1.135 07 l
3500 5.44E4 5.0884. 3.88E4 2.2754 1.01E 4 1.15 07 l 4000 4.9154 4.35E4 3.dEE4 2.2484 1.06E4 1.22E-07 4500 4.4484 4.1454 3.43E4 2.245 4 1.10E4 1.28E 07
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Stability Class: P Bete of Printfnt 312 15 1986 Snorgy Gre ws 6 -
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- j 1500 1.795 05 1.38E 05 T.345 06 ' 3.198 06 1.495 06 2.e3E 0F '
150 1.5M 05' 1.2M 5 7.40E 06 3.30E 06 1.52E 06 2.468 07 i 2000 1.39E 05 1.175 05 7.35E 06 3.W Os 15M 06 2.40E 07 2250 1.2M 05 1.09E 5 7.24E 06 3.52E 06 1.Sas 06 2.75 07 2500 1.14E 05 1.M-5 T.05 06 3.40E 06 1.42E 06 2.75E 07 ;
~3000 9.89E 06 a.NE 06 6.45 06 3.72E 06 1.NE 06 2.82E 0F 3500
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4000 7.NE 06 T.39E 06 5.NE 06 3.785 06 1.58 06 2.NE 07 4500 7.20E 06 4.F7E 06 3.40E 06 3.72E 06 1.93 06 3. M 07 5000 6.57E 06 4.22E 06 5.2M 06 3.458 M 1. m 06 3.15E 07 5$00 e.03E 06 5.75E 06 4.9e8 06 3.545 06 2.0 3 06 3.24E 07 6000 5.548 06 5.33E 06 4.ede 06 3.448 06 2.04E 06 3.39E 07 e500 3.21E 06 5.01E 06 4. m 06 3.368 06 2.05E 06 3.51E 07 7000 4.ast 06 4.75 06 4.2M 06 3.26E 06 2.068 06 3.d48 07 1 7500 4.40E 06 4.458 06 4.01E 06 3.168 06 2.05E 06 3.70E 07 8000 4.34E 06 4.21E 06 3.82E 06 3.0M 06 2.048 06 3.95E 07 9000 3.a85 06 3. ME 06 3.4aE 06 2.SM 06 2.00E 06 4.25E 07 10000 3.50s 06 3. W 06 3.15 06 2.ast 06 1.95E 06 4.54E 07 -
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800 5.em 06 1.49E 06 2.M 07 3.748 Os '4.00E.Op 4.758 12 900 *5.068 06 1.548 06 2.edE 07 3.a55 0s 4.118 0p .6.NE 12 1000 4.5M 06 1.58E 06 2.775 0F 3.9eE 08 4.2:E 09 T.145 12
'1250 3.448 06 1.40E 06 3.00E 0T 4.32E-08 4.575 09 T.70E 12 1500 3.02E 06 1.5dE 06 3.445-0F 4.788 08. 5.00E op 8.418 12 1750 2.3M 06 1.49E 06 3. 5 07 5.33E 08 5.55E 09 9.29E 12 l
2000 2.1M 46 1.39E 06 .4.2 M 0F 6.08E 08 6.258 09 1.048 11 l
2250 1.97E 06 1.3M 06 4.49E 0F .6. NE 08 a.418 09 1.1M 11 250B 1.80E 06 1.268 06 4.440 0F T.415 08 T.44 09 1.23E 11 3000 1J18 06 1.135 06 4.a u OT 9.07E 0s 9.13 0p 1.50E 11 3500 1.2N*06 1.005 06 4.95E 07 't.11E 0F 1.1M.0e 1.aeg 11 4000 1.'095 06 4.92E 0F 4.85E 0F 1.30E 07 1.53E 08 2.418 11 4508 9.40E 0F T.9M 0T 4.758 07 1.4M 0F 2.00E os 3.14511 5000 8.32E 07 T.168 0T 4.5M 07 1.42E 07 2.5M.os 4.23E 11 5500 T.345 0F 6.448 0F 4.33E.07 1.735 0F 3.23E 08 5.80E 11 4000 4.5M OT 5.83E 0T 4.095 0T 1.80E 0T 3.95 08 8.16E 11 4000 6.145 0T 5.518 07 3.968 07 1.835 07 4.33E os 1.00E 10 7000 5.TM 07 5.2EE 0F 3. M 07 1.85E 07 4.73E 08 1.25E 10 7500
- 5. W 07 4.95E 07 3.e9E 0F 1.8M 07 5.11E 08 1.558 10 8000 5.13E 07 4.44E 07 3.54E 07 1.sM 07 5.49E 08 1.95E 10 9000 4.5M 0T 4.248 07 3.32E 0F 1.sM 07 6.18E 05 3.08E 10 10000 4.13E 07 3.85E 07 3.09E 0F 1.848 07 6.7m os 4.83E.10
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- l. Ofstem Rotenee liefelre estore Demmind \
asters \ 0 30 40 100 158 300 l
' 400 9.5M 06 2.33E 06"8.215 0T* 2.618 0F .7,055 08 1.83E 09 , .
500 -_
8.25E.06 2.348 06 8.2M 07 2. M 07 T.098 08 1.844 09 -
400 T.358 06 2.3M 06 8.338 07 2.44E 07 T.135 08<1.5 5 09 y
700 6.d48 06 2.43E 06 8.40E*07 2.d48 07 T.15 08 1. Sat 09 j 800 6.058 06 2.44E 06 8.47E 07 2.48E 07 T.248 08 1.adE509 900 5.5d8 06 2.485 06 4.5 M 07 2.70s 0F T.30E 08 1.495 09 1000 5.158 06 2.44 06 8.6M M 2.735 07 T.34E 08 1.915 09 1250 4.39E 06 2.4M 06 8.958 07 2.80E 07 T.548 08 ,1.958 09 1500 3.815 06 2.30E 06 9.2M ST 2. m 07 T.755 08 2.00E 09 1750 3.348 06 2.25 06 9.55 07 2.90E 07 T.995 6B 2.04 09 2000 2.998 06 2.148 06 9.848 07 3.108 07 8.20E 08 2.145 09
.'250 2.7H 46 2.0M 06 9.9M 07 3.1M 07 4.50E 08 2.195 09 2500 2.5M 06 1.99E 06 1.018 06 3.2 N 07 8.73E 08 2.25E 09
.3000 2.2M 06 1.825 06 1.018 06 3.48E 07 9.2M 08 2.38E.09 3500 2.00E 06 1.ade 06 9.988 87 3.725 67 9.995 0B 2.555 09 4008 1.75 06 't.52E 06 9.71E 0T 3.9 N 0F 1.05 0F 2.75E 09 )
j 4500 1.59E 06 1.3M 06 9.37E 07 4.10E 07 1.1M 0T 2.9M 09 3000 1.438 06 - 1.2M 06 8.99E M 4.235 07 1.285 0T 3.2M 09 5500 3.30E 06 1.1M 06 8.37E 07 4.32E 07 1.39E 07 3.5M 09 4000 1.15 06 1.0M 06 8.148 07 4.378 07 1.50E 07 3.9et 09 e500 1.125 06 1.03E 06 T.922 07 4.30E 07 1.548 07 4.23E 09 7000 1.0M 06 9.55 07 T.45 07 4.3M 07 1.6M 0T 4.51E 0E i 7500 1.02E 06 9.42E 07 T.458 07 4.348 07 1. des 07 4.82E 0P 8000 9.70E 07 9.02E 07 T.22E 07 4.344 07 1.73E 07 5.148 09 9000 8.855 07 8.30E 07 6.70E 07 4.2M 07 1.83E 07 5.94E-09 10000 8.118 07 T.455 07 4.3M 07 4.18MT 1.91E' 07 6.90E 09
- 15000 5.90E 07 5.47E 07 4.90E 07 3.48E 07 2.0M 07 1.28E-08 20000 4.55 07 4.40E 07 3.9eE 07 3.1M 07 2.04E 07 2.135 08 9
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EXHIBIT A (con't) 9300-ADM-4010.03 Rev. 0
, .,, . Shine. Ceeputetten Festers ,
stability Ctese 8 Date of Printing st2 15 1984 - --
Enerer ermes 3 eletonseg notenee noteht esters
, Deworfad \
esters \ 0 3e de tes 150 300 l
400 ' t.305 4 "3.558 06 t'.40847 9.28t OF t'.7EE OF' 9.17f 09 500 1.20E 0E 3.618 4 1.4084 S.2st 07 f.7EE 07 9.20E 09 j *
- 400 1.148 C5 3.d4E 06 1.418 06 5.30E 07 1.79E 07 9.235 09 700 1.035 05 3.725 06 1.42E 4 $.32E 07 1.40s 07 9.27E 09 age' 9.298 06 3.755 06 1.43E4 S.355 07 1.815 07 9.315 09 900 8.325 06 3. m 4 1.44E4 5.3EE 07 1.m 07 9.34E 09 1600 T.m4 3.34E 06 1.448 4 S.425 07 1.M 07 9.418 09 1250 6.715 4 3.818 4 1.49E4 5.518 0r 1.a55 07. 9.558 09 1500, S. m 4 3.70E 4 1.3454 5.m or.1.855 07 9.718 09 1750 S.15E 4 3.548 4 1.5aE 4 $.758 07 1.93E 07 9.888 09 2000 ' 4.40E 4 3.3454.1.42E 06 5.915 07 1.975 07 1.01E os .
2250 4.28E 4 3.348 4 1.d45 4 6. m .07 2.00E 0T 1.5E ce 2500 4.018 4 3.115 06 1.dSE 4 e.145 0r 2.048 07 1.048 00 3000 3.348*06 2. m 4 1.dEE 06 6.455 0r 2.13 Or 1.00E 08 3500 3.13E4 2.24 1.M4 4.75E'-0r 2.m cr 1.135 os 4000 2.anE4 2.41E4 1.39E4 T 048 0F 2.35E 0F 1.19E 00
'4500 2.52E4 2.215 4 1.348 4 T.2EE 07 2.495 07 1.25E 08 5000 2.2EE 4 2.048 4 1.4aE 4 7.45E 07 2.648 0F 1.32E-08 5500 2.00E 4 1.aeE N 1.418 4 T,555 07 2.80E 07 1.40E Os 4000 1.91E4 1.758 4 1.J5E N T.595-07 2.955 07 1.49E.00 6500
- 1. e 4 1.47E 4 1.318 4 7.59E 07 3.048 07 1.358 08 7000 1.73E4 1.40E 06 1.27E4 7.3as.or 3.135 07 1.42E 03 7500 1.e5E 4 1.54E4 1.245 4 7.548 07 3.21E 07 1.69E Os 8000 1.3aE 4 1.4aE4 1.20E 4 7.50E 07 3.2eE-07 1.745 08 9000 1.45E 4 1.348 4 1.135 4 7.375 07 3,42E.07 1.93E 08 10000 1.348 4 1.2dE 4 1.07E 4 7.20E Or 3.53E 07 2.12E-05 15000 9.90E 07 9.548 07 8.45E 07 4.348 07 3.73E 07 ' 3.22E 00 20004 7.69E 07 7.495 07 a. M 07 S.50E 07 3.648 0F 4.49E 08 Poses 39 l
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9300-ADM-4010.03 Rev. O EIBIBIT A (con't) !
Mine Computetten Festers Statitfty Ctesas 0 Dete of Printing 312 15 1906 Energy o n 4 .
~~
Dietense% betenee Neight esters Dewusind \
astere \ 8 30 M 100 150 300
' 400 2.3N 5 5.20E 06 L1M 06 8.40s.0r 3.335 87 2.3M Os - -
See " 2.85 08 5.255 06' 2.13E 06 '8.735 6F 3.345 W 2.SM es des 1.7 5 08 5.395 06 2.148 06 8. M E er 3.355 0r 2.3as.0s 's 700 1.598 45 5.50E 06 2.158 06 8.7EE W 3.348 # 2.59E 0s See 1.448 W 5.40E 06 2.1 M 06 8.8 3 87 3.3 M W 2.40E 08 fee 1J18 5 5.47E m Lim M 4. ass w 3.30E W LeaE es 1000 1.215 5 5.735 06 L30E 06 8.918 er 3.40E W 2.418 08 1250 1.03E 05 L74E 06 2.2de 06 9.80E 0F 3.448 W 2.d45 0s 1500 8.8BE M 5.35E m 2.3N M 9.13 er 3.4as N Len.03 1758 F.7M M 5.3M 06 LeeE 06 9.3SE er 3.545 W L718 os 2000 4.93E 06 5.088 06 2.455 06 9.5M er 3.40E W L755 es 2350 4.458 06 4.8M 06 L44E 06 9.745 6F 3.d48 0F 2.75 00 2500
- 6. m 06 4.45 06 2.50E 06 9.935 0F 3.40E 0F 2.a3E 08 3000 5.33E 06 4.33E 06 L518 06 1.GH 06 3.4150F 2.85E08 3500 4.110 06 3.988 06 2.481 06 1.0M 06 3.9de er 2.90E 08 4000 4.21E.06 3.d48 06 2.43 06 1.13 06 4.15 ST 3.0N 08 49ee 3.a05 06 3.35E 06 2.345 M 1.158 06 4.3EE W 3.2eE 08 5000 3.45E 06 3.085 06 2.268-06 1.1M 06 4.335 0F 3.3 N 08 '
5500 3.145 06 2.485 06 2.148 06 1.195 06 4.758 er 3.485 00 4000 2.90E 06 2.d4E 06 2.048 06 1.1fd 06 4.FFE W 3.448 08 4000 2.788 0 & 2.550 06 0 815 06 1.195 06 5.1m W 3.758 0s 7900 2.44E 06 2.448 06 1.95E 06 1.198 06 S.218 er 3.ade 00 Mes L33 06 2.315 06 ~1.9W 06 1.198 06 5.33E er 3.NE es 8080 2.43E 06 2.245 06 1.5 E 06 1.1M.06 5.445 0T 4.10E os 9000 2.23E M 2.09E 06 1.748 06 1.145 06 3.das 07 4.3aE os 10600 2.05E 06 1.945 06 1.e95 06 1.1M 06 5.75 8F 4.70E 08 ,
15008 1.538 06 1.45 06 1.33E M 1.00E 06 4.GIE #T 4.448 08 l
2000s 1.20E 06 1.1M 06 1.0M 06 4.71E OF 5.448 07 8.Fes 08 peso. 4e i
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r IIRIBIT A (con't) 9300-ADM-4010.03 Rev. 0 i
. ~, . - >. .
mine Compuestien Festers v . + ,
stability Clones e Date W Prentik s12151986 Enery erewe 5 -.
Sis'reneog metseee,nei g seeer, ,
Dewusind \
. assers t 0 38 - ~ 40 100 130 300 488
, . 4.M4,,,9.133.*06 3.4134 ,1.713 06 T.993 07 .9.es.es
, 505 ~ A98t4 9.334 3.334 3.y3 06 7.40s 0rC443 0s' . --
488 3.W4 9.53g4 3.4484 1.F33 4 7.413.gr 9.44g.0g .,'
700 3.048 5 9.773 4 3.883 4 1.733 4 7.m.gr 9.4730g 000 2.733 4 9.99g 4 3.33g 4 t,73g 4 7,ggg.y g,ggg.g 988 2.48g 4 1. M 4 3.9er.es' 1.748 06 T.m gr 9.rts.es 1880 2.273 4 1.853 4 3.ges4 1.75g4 7.ggs.or 9,7sg.00 .
1250 1. fee 4 1.a33 4g 4.088-06 1.NE'06 7.75g.or' 9.793 00 -
1500 1. M 4 1.01g4 4.1954 1.793.s 7.gg.y .9.aeg.08 1758 .1.W.e 9.'m.06 4.3N*e6 1.e46 T.913. W 9.95s.es 3 00 1.273 5 9.19s e 4.433 4 1.334 8.00s.or 1.Ges.or 2250 1.1 M cg 3.3g 4 4.513 4 1.854 8.07s.0r 1.01g.0r 2500 1.103 4 3.313 4 4.55g 4 1.913 06 8.153.W 1.05.or 300s 9.aage 7.am.06 4.5sg 4 1.9gg e 3.333 0r 1.03g.07
- 3500 8.540 4 7.213 06 4.54s4 2.00s.06 4.3ds.or 1.033 6r 4888 7.440 4 4. M 4 4.44g 4 2.133 4 3.3 3 8r 1.0m.ar 4500 4.934 4.1134 4J1g4 1.1934 9.148.or 1.tu.or 5000 6.2N4 5.488 4 4.153 4 2.2334 9.463 07 1.133.or 3500 5.7884 5.3484 3.954 2.2834 9.ase.or 1.tes.or 4000 5.293 4 4.479 06 3.813 06 2.273 06 1.03 4 1.193.gr eBN . 5.088 4 4.dag e 3.713 4 2.273 06 1.048 06 1.213 07 7000 4.8484 4.4g34 3.M4 2.28s 4 1.Geg e 1.2N or 7500 4.M4 4.3N4 3.523 4 2.253 4 1.054 .f.25g.0r 5000 4.4484 4.14g4 3.W4 2.243 4 1.103 4 1.2N.or ,
MOS 4.1034 3.asse 3.2534 2.20g4 1.133 4 1.333 07 10000 3.795 4 3.403 4 3.073 4 2.153 4 1.14g.06 1.393.or 15000 2.873 4 2.773 4 2.48g 4 1.92r 4 1.19s e 1.7tg.07 '
20000 2.20s.06 2.22 4 2.0434 f.eas e 1.14g 4 2,11g.07 *
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, FTiTRIT A (con'C)
- 1 1
1 i
, ,. Shtne Casputetfen F, esters, ,1..g ,
ste6flity closes E Date of Printine 312 15 1986
- EnerEr ero ws 6 Ofstenso% setense sofshe astere Bewedad \ l estere \ 0 30 de 100 1M .
300 .
'40F ' T.9054 t.448 05 6.07t eb 2.85E4 1*41E . 06 L545 07 500 6.54E 05 1.45 5 4.10E4 2.90s 06 1.41E 4 2.55E 07 -
400 5.F10 05 1.554 .4.1M4 L988 06 1.415 4 2.555 07
- 700 5.058 05 1.348 45 6.175 4 2.915 4 1. W 06 2.555 97 l 800 4.5M 08 1.40E 6.218 06 2.915 4 1.4aE 06 2.54E 07 .
900 4.1m m 1. m .e5 4.3004 2.954 1.43E4 2.345 0F toes 3.748 4 1.40E 45 4.33E4 LME4 1.43E4 2.545 07 -
1250 3.1M.00 1.adB.05 4.405 4 2.9FE 4 1.43E4. 2.57E 07 1500 2.478 5 1.435 5 4.7154 3.00E4,1,4484 2.53 0T 1750 2.335 05 1.54E 88 6.95E4 3.04E4 1.44E4 2.40E 07 ;
2000 2.0e5 05 1.4aE m 7.14E4 3.1me 1.47E4 2.61E 07 i 2350 1.915 4 1.42 5 7.38E4 3.1444 1.4a84 2.435 07 {
250E 1.755 08 1.375 5 T.3454 3.19E.e5 1.48E4 2.445 Or 3EOS 1.540 5 1.275 5 7.48E4 3.3e54 1.3M4 2. des 0F 3500 1.355 5 1.14E 4 7.3554 3.434 1.355 4 2.4850r 4 4000 1.248 4 1.075 5 T.3DE4 3.5484 1.5954 2.73E Or 4500 1.1M 05 9.8754 4.9984 3.d484 1.44E4 2.775 0F -!
5000 1.035 5 9.148 4 6.75E 4 3.715 4 1.408 4 2.418 0r 5500 9.344 8.454 6.4954 3.75E4 1.758 4 2.34E 07 4000 8.565 06 7.4554 6.23E4 3.7754 1.405 4 2.915 07 4000 4.1984 ' 7.59E4 6.08E4 3.7754 1.55E4 2.94E 07 7000 7.M4 7.30E4 5.91E4 3.7EE4 1.aeE4 2.98E 07 7500 7.51E 4 7.03E 4 5.75E 4 3.745 4 1.49E 4 3.018 07 8000 7.21E4 6.775 4 5.415 4 3.72E 4 1.92E 4 3.055 07 9000 4.adE 4 e.30E 4 5.32E 4 3.ddE4 1.975 06 3.13E 07 10000 e.18E 06 5.a8E 4 5.045 4 3.59E 4 2.00E 4 3.23E 07 15000 4.73E4 4.5754 4.10E4 3.21E4 2.08E4 3.71E 07 20000 3.785 06 3.68E4 3.4084 2.83E4 1.99E 4 4.33E 07
}
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