ML20007E328
| ML20007E328 | |
| Person / Time | |
|---|---|
| Site: | 05200001, 05200045 |
| Issue date: | 12/20/2019 |
| From: | Michelle Catts GE-Hitachi Nuclear Energy Americas |
| To: | Office of Nuclear Reactor Regulation |
| Shea J | |
| References | |
| GEHITACHIABWR, GEHITACHIABWR.SUBMISSION.8, 25A5675.P, 25A5675.P.7 | |
| Download: ML20007E328 (92) | |
Text
25A5675AD Revision 7 October 2019 ABWR Design Control Document Tier 2 Chapter 2 Site Characteristics Copyright 1994, 2010, 2016, 2019 GE-Hitachi Nuclear Energy Americas LLC All Rights Reserved
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Chapter 2 Table of Contents 2.0 Site Characteristics ........................................................................................................................2.0-1 2.0.1 Summary........................................................................................................................2.0-1 2.0.2 References .....................................................................................................................2.0-1 2.1 Limits Imposed on SRP Section II Acceptance Criteria by ABWR Standard Plant .....................2.1-1 2.2 Requirements for Determination of ABWR Site Acceptability ....................................................2.2-1 2.2.1 Design Basis Events ......................................................................................................2.2-1 2.2.2 Severe Accidents ...........................................................................................................2.2-1 2.3 COL License Information ..............................................................................................................2.3-1 2.3.1 Envelope of Standard Plant Design Parameters ............................................................2.3-1 2.3.2 Standard Review Plant Site Characteristics ..................................................................2.3-2 2.3.3 Severe Accident Consequence Computer Code Calculations .......................................2.3-7 2A Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability.....................2A-1 Table of Contents 2.0-i
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Chapter 2 List of Tables Table 2.0-1 Envelope of ABWR Standard Plant Site Design Parameters........................................2.0-2 Table 2.1-1 Limits Imposed on SRP Section II Acceptance Criteria by ABWR Design.................2.1-2 Table 2.2-1 Dose-Related Goals .......................................................................................................2.2-3 Table 2.2-2 CRAC 2 Data Input Listing...........................................................................................2.2-3 Table 2A-1 Spatial Subgroup (NUREG/CR-2326, pg 2-11) ...........................................................2A-1 Table 2A-2 Site Subgroup (NUREG/CR-2326, pg 2-13) ................................................................2A-1 Table 2A-3 Economic Subgroup (NUREG/CR-2326, pg 2-22) ......................................................2A-2 Table 2A-4 Population Subgroup (NUREG/CR-2326, pg 2-26) .....................................................2A-3 Table 2A-5 Topography Subgroup, (NUREG/CR-2326, pg 2-33)..................................................2A-3 Table 2A-6 Isotopic Subgroup (NUREG/CR-2326, pg 2-37) .........................................................2A-4 Table 2A-7 Leakage Subgroup (NUREG/CR-2326, pg 2-41).........................................................2A-5 Table 2A-8 Dispersion Subgroup (NUREG/CR-2326, pg 2-45) .....................................................2A-6 Table 2A-9 Evacuation Subgroup (NUREG/CR-2326, pg 2-47) ....................................................2A-6 Table 2A-10 Acute Subgroup (NUREG/CR-2326, pg 2-53).............................................................2A-6 Table 2A-11 Latent Subgroup (NUREG/CR-2326, pg 2-57) ............................................................2A-7 Table 2A-12 Chronic Subgroup (NUREG/CR-2326, pg 2-62) .........................................................2A-8 Table 2A-13 Scale Subgroup (NUREG/CR-2326, pg 2-72)............................................................2A-13 Table 2A-14 Results Subgroup (NUREG/CCR-2326, pg 2-72)......................................................2A-14 Table 2A-15 Individual Accident Event Groups Leakage Subgroup (NUREG/CR-2326, pg 2-41)......................................................................................2A-15 Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3)........................................2A-16 2.0-ii List of Tables
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2.0 Site Characteristics 2.0.1 Summary This section defines the envelope of site-related parameters which the ABWR Standard Plant is designed to accommodate. These parameters envelope most potential sites in the U.S. A summary of the site envelope design parameters is given in Table 2.0-1.
2.0.2 References 2.0-1 Electric Power Research Institute, Advanced Light Water Reactor Utility Requirements Document, Revision 8, March 1999 Site Characteristics 2.0-1
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2.0-1 Envelope of ABWR Standard Plant Site Design Parameters Maximum Ground Water Level: 61.0 cm below grade Severe Wind: Basic Wind Speed: 177 km/h*/ 197 km/h Maximum Flood (or Tsunami) Level: 30.5 cm below grade Extreme Wind:
Tornado: - Maximum Tornado Wind Speed: 483 km/h****
- Maximum Rotational Speed: 386 km/h
- Translational Velocity: 97 km/h
- Radius: 45.7m
- Maximum Pressure Drop: 13.827 kPaD
- Rate of Pressure Drop: 8.277 kPa/s
- Missile Spectra: Spectrum If Hurricane: - Maximum Hurricane Wind Speed: 257 km/h***
- Missile Spectra: Spectrum If Precipitation (for Roof Design): - Maximum Rainfall Rate: 49.3 cm/h**
- Maximum Snow Load: 2.394 kPa Ambient Design Temperature: 1% Exceedance Values
- Maximum: 37.8°C dry bulb 25°C wet bulb (coincident) 26.7°C wet bulb (non-coincident)
- Minimum: -23.3°C 0% Exceedance Values (Historical limit)
- Maximum 46.1°C dry bulb 26.7°C wet bulb (coincident) 27.2°C wet bulb (non-coincident)
- Minimum: -40°C Soil Properties: - Minimum Static Bearing Capacity: 718.20 kPa
- Minimum Shear Wave Velocity: 305 m/s
- Liquification Potential: None at plant site resulting from site specific SSE ground motion 2.0-2 Site Characteristics
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2.0-1 Envelope of ABWR Standard Plant Site Design Parameters (Continued)
Seismology: - SSE Peak Ground Acceleration: 0.30gff
- SSE Response Spectra: per RG 1.60
- SSE Time History: Envelope SSE Response Spectra
- Minimum Dynamic Bearing Capacity: 2700kPa
- Maximum Settlement: 75mm
- Maximum Foundation Angular Distortion: 1/750 Hazards in Site Vicinity: - Site Proximity Missiles and Aircraft
- Toxic Gases 10-7 per year
- Volcanic Activity None
- An area whose boundary has a None Exclusion Area Boundary: (EAB) Chi/Q less than or equal to 1.37 x 10-3 s/m3 Meteorological Dispersion (Chi/Q): - Maximum 2-hour 95% EAB 1.37x10-3 s/m3
- Maximum 2-hour 95% LPZ 4.11x10-4 s/m3
- Maximum annual average (8760 1.17x10-6 s/m3 hour) LPZ
- Fastest-mile (203 km/h 3-second gust); 50-year recurrence interval; value to be utilized for design of non-safety-related structures only.
Fastest-mile (224 km/h 3-second gust); 100-year recurrence interval; value to be utilized for design for safety-related structures only.
As defined in Table 1.2-6 of Volume II of Reference 2.0-1.
f Spectrum I missiles consist of a massive high kinetic energy missile which deforms on impact, a rigid missile to test penetration resistance, and a small rigid missile of a size sufficient to just pass through any openings in protective barriers. These missiles consists of an 1810 kg automobile, a 130 kg, 20 cm diameter armor piercing artillery shell, and a 2.54 cm diameter solid steel sphere. These missiles have a horizontal tornado missile velocity of 35% of the maximum tornado wind speed and a horizontal hurricane missile velocity of 59% of the maximum hurricane wind speed. These missiles have a vertical tornado missile velocity of 70% of the horizontal tornado missile velocity (with the exception of the solid steel sphere) and a vertical hurricane missile velocity of 26 m/s. The solid steel sphere has a vertical tornado missile velocity of 35% of the maximum tornado wind speed. The automobile missile is considered to impact at all altitudes less than 9.14 m (30 feet) above all plant grade levels within 0.8 km (0.5 mile) of the plant structures. The armor piercing artillery shell and solid steel sphere are considered to impact the full height of the structure. The first two missiles are assumed to impact at normal incidence, the last to impinge upon openings in the most damaging directions.
- Maximum value for 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> over 2.6 km2 probable maximum precipitation (PMP) with ratio of 5 minutes to 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> PMP of 0.32 as found in National Weather Source Publication HMR No. 52. Maximum short term rate: 15.7 cm/5 min.
At foundation level of the reactor and control buildings.
This is the minimum shear wave velocity at low strains after the soil property uncertainties have been applied.
Site Characteristics 2.0-3
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 ff Free-field, at plant grade elevation.
- Fastest-mile wind speed. This corresponds to 286.5 km/h nominal 3-second gust wind speed per RG 1.221 measured at 10 m above ground over open terrain.
Settlement are long-term (post-construction) values.
Angular distortion is defined as the slope between two adjacent columns. Angular distortion is long term (post construction) value.
- Maximum tornado wind speed is in fastest 1/4-mile. The corresponding 3-second gust wind speed is 483 km/h.
2.0-4 Site Characteristics
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2.1 Limits Imposed on SRP Section II Acceptance Criteria by ABWR Standard Plant This section defines limits imposed on SRP Section II acceptance criteria by (1) the envelope of ABWR Standard Plant site design parameters given in Table 2.0-1 and (2) the assumptions, both implicit and explicit, related to site characteristics employed in the evaluation of the ABWR design. These limits are presented in Table 2.1-1 for the following five SRP Section II categories of site characteristics:
(1) Geography and Demography (2) Nearby Industrial, Transportation and Military Facilities (3) Meteorology (4) Hydrology Engineering (5) Geology, Seismology and Geotechnical Engineering See Subsection 2.3.2 for COL license information.
Limits Imposed on SRP Section II Acceptance Criteria by ABWR Standard Plant 2.1-1
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2.1-1 Limits Imposed on SRP Section II Acceptance Criteria by ABWR Design SRP Section Subject Limits Geography and Demography 2.1.1 Site Location and Description None.
2.1.2 Exclusion Area Authority and Control None.
2.1.3 Population Distribution None.
Nearby Industrial, Transportation and Military Facilities 2.2.1 - Identification of Potential Hazards in Identify potential hazards in the site vicinity that 2.2.2 Site Vicinity have a probability of occurrence >10-7 per year which produce: (1) missiles more energetic than the tornado missile spectra, or (2) pressure effects in excess of the design basis tornado.
2.2.3 Evaluation of Potential Accidents Evaluate only those potential hazards identified above.
Meteorology 2.3.1 Regional Climatology Per Table 2.0-1.
2.3.2 Local Meteorology None.
2.3.3 Onsite Meteorological Measurement None.
Programs 2.3.4 Short-Term Diffusion Estimates for Show that the site meteorological dispersion Accidental Atmospheric Releases values as calculated in accordance with Regulatory Guide 1.145, and compared to dose values given in Chapter 15, result in doses less than stipulated in 10CFR100 and the applicable portions of SRP Sections 11 and 15.
2.3.5 Long-Term Diffusion Estimates None.
Hydrology Engineering 2.4.1 Hydraulic Description Per Table 2.0-1.
2.4.2 Floods Per Table 2.0-1.
2.4.3 Probable Maximum Flood on Streams None.
and Rivers 2.4.4 Potential Dam Failures Seismically Demonstrate that failure of existing and potential Induced upstream or downstream water control structures will not exceed flooding 30.5 cm below grade.
2.4.5 Probable Maximum Surge and Seiche Probable maximum surge and seiche flooding Flooding level 30.5 cm below grade.
2.4.6 Probable Maximum Tsunami Probable maximum tsunami flooding level 30.5 cm below grade.
2.1-2 Limits Imposed on SRP Section II Acceptance Criteria by ABWR Standard Plant
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2.1-1 Limits Imposed on SRP Section II Acceptance Criteria by ABWR Design (Continued)
SRP Section Subject Limits 2.4.7 Ice Effects None.
2.4.8 Cooling Water Channels and None.
Reservoirs 2.4.9 Channel Diversion None.
2.4.10 Flooding Protection Requirements None.
2.4.11 Cooling Water Supply None.
2.4.12 Groundwater Per Table 2.0-1.
2.4.13 Accidental Releases of Liquid Effluents None.
in Ground and Surface Waters 2.4.14 Technical Specifications and None.
Emergency Operation Requirement Geology, Seismology and Geotechnical Engineering 2.5.1 Basic Geology and Seismic Information None.
2.5.2 Vibratory Ground Motion Per Table 2.0-1.
2.5.3 Surface Faulting No faulting at or near the ground surface is accepted.
2.5.4 Stability of Subsurface Materials and Per Table 2.0-1.
Foundations 2.5.5 Stability of Slopes None.
Limits Imposed on SRP Section II Acceptance Criteria by ABWR Standard Plant 2.1-3
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2.2 Requirements for Determination of ABWR Site Acceptability This section provides the requirements for the determination of ABWR site acceptability.
Acceptability is required from the standpoint of both design basis events and severe accident.
2.2.1 Design Basis Events For design basis events, the site is acceptable if all of the site characteristics fall within the envelope of ABWR Standard Plant site design parameters given in Table 2.0-1. For cases where a characteristic exceeds its envelope, it will be necessary for the COL applicant to submit analyses to demonstrate that the overall set of site characteristics do not exceed the capability of the design. See Subsection 2.3.1 for COL license information requirements.
2.2.2 Severe Accidents The ABWR PRA results were calculated for an average or typical site, as outlined in Subsection 19E.3. Although these results form a good basis for assessing the general ABWR capability to satisfy offsite dose-related goals, they do not form a basis for concluding that the ABWR would meet dose-related goals at a specific site whose characteristics cannot be defined at the point of ABWR certification. Consistent with the certification concept that all key technical issues be resolved before certification, it is appropriate to define the process for determining future site acceptability. This process is defined below in terms of (1) acceptance criteria, (2) data input, and (3) analysis.
Acceptance Criteria: Site acceptability for severe accidents will be based upon a calculation using an appropriate severe accident consequence code, such as MACCS2. The results of such a calculation will be compared to the goals of Table 19E.3-7 as shown in Table 2.2-1. The site will be deemed acceptable if the results fall within the given goals.
Data Input: The input to the severe accident consequence computer code will be a combination of ABWR and site parameters. In order to describe appropriate input to the severe accident consequence code, input required for the CRAC 2 computer code is provided as an example.
The CRAC 2 code input is divided into specific areas. The areas defined in Table 2.2-2 as ABWR will be used as input with their specific data listed in Appendix 2A. The areas defined as GENERAL are also provided in Appendix 2A. The areas defined as UTILITY are to be supplied by the licensing utility as specified in the CRAC 2 manual (NUREG/CR-2326) and are site specific.
The basic reference case for determining individual and societal risk comparisons (Table 2.2-1)uses a 95/5 evacuation model as shown in Table 19E.3-3. For the determination of dose consequences for comparison to the dose goal shown in Table 2.2-1, no evacuation or shielding factors were assumed. If the results for a specific site using the above assumptions prove unacceptable, then site-specific evacuation and shielding parameters may be substituted in lieu of the reference values in Subgroup Evacuation. However, if the results of such an evaluation Requirements for Determination of ABWR Site Acceptability 2.2-1
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 for a specific site are unacceptable, site-specific evacuation and shielding parameters may be substituted in lieu of the reference values in Subgroup Evacuation.
Analysis: The analysis for evaluation of a specific site will be accomplished with an appropriate severe accident consequence computer code, such as MACCS2, modified through Sandia National Laboratory. Basic input and code characteristics for MACCS2 are described in NUREG/CR-6613.
See Subsection 2.3.3 for COL license information requirements.
2.2-2 Requirements for Determination of ABWR Site Acceptability
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2.2-1 Dose-Related Goals Individual Risk <3.9 x 10-7 (0.1% of normal risk)
Societal Risk <1.7 x 10-6 (0.1% of normal risk)
Probability of 0.25 Sv Whole Body Dose <10-6 per year at 0.80 km Table 2.2-2 CRAC 2 Data Input Listing CRAC Parameter Group Defined by Purpose
- 1. Spatial ABWR Site radial mesh
- 2. Site ABWR Meteorological selection
- 3. Economic General Not used but required to run code
- 4. Population Utility Population description
- 5. Topography Utility Topography description
- 6. Isotope ABWR Reactor core Inventory
- 7. Leakage ABWR Release parameters
- 8. Dispersion ABWR Building parameters
- 9. Evacuation ABWR Evacuation modeling
- 10. Acute General Health physics
- 11. Latent General Health physics
- 12. Chronic General Health physics
- 13. File 20 Not used Same data as 4 and 5
- 14. File 21 General Health physics
- 15. File 27 Utility Meteorology data Requirements for Determination of ABWR Site Acceptability 2.2-3
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2.3 COL License Information 2.3.1 Envelope of Standard Plant Design Parameters 2.3.1.1 Non-Seismic Design Parameters Compliance with the envelope of standard plant site non-seismic design parameters of Table 2.0-1 shall be demonstrated for design bases events (Subsection 2.2.1).
2.3.1.2 Seismic Design Parameters To confirm seismic design adequacy of the standard plant, COL applicants shall demonstrate that the site-specific conditions meet the following site envelope parameters considered in the standardized design.
(1) SSE Ground Motion The site-specific SSE ground response spectra of 5% damping at plant grade in the free-field are enveloped by the design ground spectra shown in Figures 3.7-1 and 3.7-2 for the horizontal and vertical components, respectively, which are based on Regulatory Guide 1.60 anchored to 0.3g peak ground acceleration. When the site-specific control ground motion is determined to locate at the rock outcrop or a hypothetical rock outcrop according to SRP 3.7.1 guidelines (e.g., shallow soil site),
the site-specific soil free-surface motion through soil layer amplification shall be calculated and the resulting ground surface response spectra shall be bounded by the design ground spectra.
(2) Bearing Capacity The site soil static bearing capacity at the foundation level of the reactor and control building is 718.20 kPa minimum.
The maximum static bearing demand is compared with the site-specific allowable static bearing pressure, which is obtained by dividing the ultimate soil bearing capacity by a factor of safety appropriate for the design load combination. The maximum dynamic bearing demand is compared with the site-specific allowable dynamic bearing pressure, which is obtained by dividing the ultimate soil bearing capacity by a factor of safety appropriate for the design load combination.
The site soil dynamic bearing capacity at the foundation level of the reactor and control building is 2700 kPa minimum.
(3) Settlement The maximum settlement of the reactor and control building foundations is 75mm.
The maximum angular distortion of the reactor and control building is 1/750.
COL License Information 2.3-1
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2.3.2 Standard Review Plant Site Characteristics Identification and description of all differences from SRP Section II Acceptance Criteria for site characteristics (as augmented by Table 2.1-1) shall be provided. Where such differences exist, the evaluation shall discuss how the alternate site characteristic is acceptable. In addition, the COL applicant will provide/address the following:
2.3.2.1 Site Location and Description COL applicants will provide site-specific information to site location, including political subdivisions, natural and man-made features, population, highways, railways, waterways, and other significant features of the area.
2.3.2.2 Exclusion Area Authority and Control COL applicants will provide site-specific information related to activities that may be permitted within the designated exclusion area.
2.3.2.3 Population Distribution COL applicants will provide population data for the site environs.
2.3.2.4 Identification of Potential Hazards in Site Vicinity COL applicants will provide information with respect to industrial, military, and transportation facilities and routes to establish the presence and magnitude of potential external hazards.
2.3.2.5 Evaluation of Potential Accidents COL applicants will identify potential accident situations in the vicinity of the plant and the bases for which these potential accidents were or were not accommodated in the design. If the site-dependent blast loads are larger than those of design tornado pressures, all load combinations should be changed accordingly.
2.3.2.6 External Impact Hazards COL applicants will provide a review and evaluation of the effects on the protection criteria of some external impact hazards, such as general aviation or nearby explosions.
2.3.2.7 Local Meteorology COL applicants will provide local meteorology for NRC review.
2.3.2.8 Onsite Meteorological Measurements Program COL applicants will provide the onsite meteorological measurements program.
2.3-2 COL License Information
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2.3.2.9 Short-Term Dispersion Estimates for Accidental Atmospheric Releases COL applicants will provide site-specific short-term dispersion estimates for NRC review to ensure that the envelope values (Tables 15.6-3, 15.6-7, 15.6-13, 15.6-14 and 15.6-18) of relative concentrations are not exceeded.
2.3.2.10 Long-Term Diffusion Estimates COL applicants will provide annual average atmospheric dispersion values for reactive releases for NRC review.
2.3.2.11 Hydrologic Description COL applicants will provide a detailed description of all major hydrologic features on or in the vicinity of the site. They will also provide a specific description of the site and all safety-related elevations, structures, exterior accesses, equipment, and systems from the standpoint of hydrology considerations.
2.3.2.12 Floods COL applicants will provide site-specific information related to historical flooding and the potential flooding at the plant site, including flood history, flood design considerations, and effects of local intense precipitation.
2.3.2.13 Probable Maximum Flood on Streams and Rivers COL applicants will provide site-specific information related to determining design-basis flooding at power reactor sites and the extent of flood protection required for those safety-related systems, structures, and components.
2.3.2.14 Ice Effects COL applicants will demonstrate that safety-related facilities and water supply are not affected by ice flooding or blockage.
2.3.2.15 Cooling Water Channels and Reservoirs COL applicants will provide the basis for the hydraulic design of channels and reservoirs used to transport and impound plant cooling and for protection of safety-related structures.
2.3.2.16 Channel Division COL applicants will provide site-specific information related to channel diversion.
2.3.2.17 Flooding Protection Requirements COL applicants will provide site-specific information related to flooding protection requirements.
COL License Information 2.3-3
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2.3.2.18 Cooling Water Supply COL applicants will identify natural events that may reduce or limit the available cooling water supply and ensure that an adequate water supply will exist to operate or shut down the plant, as required.
2.3.2.19 Accidental Release of Liquid Effluents in Ground and Surface Waters COL applicants will provide information on the ability of the surface water environment to disperse, dilute, or concentrate accidental releases. Effects of these releases on existing and known future use of surface water resources shall also be provided.
2.3.2.20 Technical Specifications and Emergency Operation Requirement COL applicants will establish the technical specifications and emergency procedures required to implement flood protection for safety-related facilities and provide assurance of an adequate water supply to shut down and cool the reactor.
2.3.2.21 Basic Geological and Seismic Information COL applicants will provide site-specific information related to regional and site physiography, geomorphology, stratigraphy, lithology and tectonics.
2.3.2.22 Vibratory Ground Motion COL applicants will develop site-specific geological, seismological, and geotechnical data and will compare the site-specific SSE ground response spectra to the design ground spectra according to Subsection 2.3.1.2.
2.3.2.23 Surface Faulting COL applicants will develop site-specific geological data to ensure that no potential exists for surface faulting at the site.
2.3.2.24 Stability of Subsurface Material and Foundation COL applicants will provide information concerning the properties and stability of site-specific soils and rocks under both static and dynamic conditions including the vibratory ground motions associated with the site-specific SSE.
2.3.2.25 Site and Facilities COL applicants will provide a detailed description of the site conditions and geologic features.
The description will include site topographical features and the location of various Seismic Category I structures and appurtenances (pipelines, channels, etc.) with respect to the source of normal and emergency cooling water.
2.3-4 COL License Information
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2.3.2.26 Field Investigations The type, quantity, extent, and purpose of all field exploration will be provided by COL applicants. Logs of all borings and test pits should be provided. Results of geophysical surveys should be presented in tables and profiles. Records of field plate load tests, field permeability tests, and other special field tests (e.g., bore-hold extensometer or pressuremeter tests) should be given.
2.3.2.27 Laboratory Investigations The number and type of laboratory tests and the location of samples should be provided by the COL applicant in tabular form. The results of laboratory tests on disturbed and undisturbed soil and rock samples obtained from field investigations should also be provided.
2.3.2.28 Subsurface Conditions COL applicants will investigate and define the subsurface conditions and provide the engineering classifications and descriptions of soil and rock supporting the foundations. The information should include the history of soil deposition and erosion, past and present goundwater levels, glacial or other preloading influences, rock weathering, and any rock or soil characteristics that may present a hazard to plant safety. Profiles through the Seismic Category I structures will be provided that show generalized subsurface features beneath these structures.
2.3.2.29 Excavation and Backfilling for Foundation Construction COL applicants will provide site-specific thickness and properties of soil (if any) between the base of the foundation and the underlying rock. The configuration, along with detailed longitudinal sections and cross sections of other safety-related structures of the plant, including the ultimate heat sink (UHS) and Seismic Category I buried pipes and electrical ducts, should be provided. COL applicants will provide data concerning the extent (horizontally and vertically) of all Seismic Category I excavations, fills, and slopes. The locations, elevations, and grades for excavated slopes should be described and shown on plot plans and typical cross-sections. COL applicant submittals should discuss, as appropriate, excavating and dewatering methods, excavation depths below grade, field inspection and testing of excavations, protection of foundation excavations from deterioration during construction, and the foundation dental fill work. The sources, quantities, and static and dynamic engineering properties of borrowed materials will be described. The compaction requirements, results of test fills, and fill properties, such as moisture content, density, permeability, compressibility, and gradation should be provided.
2.3.2.30 Effect of Groundwater COL applicants will analyze the goundwater condition for the specific site and evaluate the effect of groundwater on such site geotechnical properties as total and effective unit weights, cohesion and angle of internal friction, and dynamic soil properties.
COL License Information 2.3-5
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2.3.2.31 Liquefaction Potential COL applicants will demonstrate that at site-specific SSE ground motion, no liquefaction potential exists for soils under and around all Seismic Category I structures, including Category I buried pipelines and electrical ducts. COL applicants will justify the selection of the soil properties used in the liquefaction potential evaluation (e.g., laboratory tests, field tests, and published data), the magnitude and duration of the earthquake and the number of cycles of earthquakes.
2.3.2.32 Response of Soil and Rock to Dynamic Loading COL applicants will determine dynamic soil properties of the site in terms of shear modulus and material damping as function of shear strain. These strain-dependent properties will be used in the determination of the site-specific SSE ground motion.
2.3.2.33 Minimum Soil Bearing Capacity COL applicants will demonstrate that the site has the minimum static bearing capacity of 718.20 kPa at the foundation level of the reactor and control buildings. For other safety-related plant facilities, COL applicants will demonstrate that the foundation material has adequate bearing capacity to withstand the site-specific loads.
2.3.2.34 Earth Pressures COL applicants will provide a site-specific evaluation of static and dynamic lateral earth pressures and hydrostatic groundwater pressures acting on plant safety-related facilities.
2.3.2.35 Soil Properties for Seismic Analysis of Buried Pipes COL applicants will provide and justify the soil properties used for the seismic analysis of Seismic Category I buried pipes and electrical conduits.
2.3.2.36 Static and Dynamic Stability of Facilities COL applicants will perform a site-specific stability evaluation of all safety-related facilities including foundation rebound, settlement, differential settlement, and bearing capacity.
Assumptions made in stability analyses will be confirmed by as-built data.
2.3.2.37 Subsurface Instrumentation Instrumentation, if any, proposed for the surveillance of the performance of the foundations for safety-related structures will be described by COL applicants. The type, location, and purpose of each instrument and significant details of installation methods will be provided. For example, the location and the installation procedures for permanent benchmarks and markers required for monitoring the settlement of Seismic Category I structures should be described. In the case of safety-related water-control structures (such as dams, slopes, canals), the details of installing instrumentation such as piezometers, slope indicators, and settlement plates should be 2.3-6 COL License Information
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 described. A schedule for installing and reading all instruments and for interpreting the data will be presented. Limiting values for continued safety should be identified.
2.3.2.38 Stability of Slopes COL applicants will provide information about the static and dynamic stability of all soil and rock slopes, the failure of which could adversely affect the safety of the plant. The staff will evaluate the stability of all slopes at the site, using the state-of-the-art procedures available at the time of application.
2.3.2.39 Embankments and Dams COL applicants should provide information about the static and dynamic stability of all embankments and dams that impound water required for safe operation (and shutdown) of the ABWR for review by the NRC if embankments and dams are used.
2.3.3 Severe Accident Consequence Computer Code Calculations Compliance with acceptance criteria, data input and analysis of Subsection 2.2.2 for the determination of ABWR site acceptability for severe accidents shall be demonstrated.
COL License Information 2.3-7
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 2A Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability Table 2A-1 Spatial Subgroup (NUREG/CR-2326, pg 2-11*)
Spatial 20 No 0.25 0.75 1.25 1.75 2.25 2.75 3.75 4.25 5.75 6.25 7.75 8.25 9.75 10.25 13.75 16.25 18.75 21.25 23.75 26.25
- This reference specifies the location for the following CRAC input parameters, their definitions and formatting instructions.
Table 2A-2 Site Subgroup (NUREG/CR-2326, pg 2-13)
SITE 1 GENERIC SITE 50001 29 06 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 2A-1
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-3 Economic Subgroup (NUREG/CR-2326, pg 2-22)
ECONOMIC 54 NO 499.0 3349.0 0.2 31527.0 4344.0 135.0 685.0 MAINE 5 9 0.077 0.182 250.0 485.0 N.H. 5 9 0.097 0.444 150.0 802.0 VT 5 9 0.283 0.791 177.0 657.0 MASS 5 9 0.123 0.283 372.0 1366.0 R.I. 5 9 0.081 0.220 476.0 2133.0 CONN 5 9 0.140 0.313 500.0 2158.0 N.Y. 5 9 0.315 0.579 188.0 642.0 N.J. 5 9 0.197 0.162 376.0 2222.0 PA 5 9 0.307 0.413 239.0 669.0 OHIO 5 9 0.618 0.153 183.0 1516.0 IND 5 9 0.728 0.067 206.0 1498.0 ILL 5 9 0.795 0.041 213.0 1786.0 MICH 5 9 0.285 0.238 197.0 955.0 WIS 5 9 0.520 0.598 194.0 807.0 MINN 5 9 0.563 0.185 160.0 854.0 IOWA 5 9 0.944 0.050 242.0 1458.0 MO 5 9 0.724 0.079 111.0 674.0 N.D. 5 9 0.922 0.047 45.0 306.0 S.D. 5 9 0.922 0.074 46.0 257.0 NEBR 5 9 0.967 0.027 99.0 470.0 KANS 5 9 0.915 0.034 92.0 437.0 DEL 4 10 0.471 0.046 508.0 1725.0 MD 4 10 0.414 0.227 273.0 1799.0 VA 4 10 0.371 0.171 126.0 864.0 W.VA 4 10 0.270 0.203 44.0 472.0 N.C. 4 10 0.368 0.056 261.0 819.0 S.C. 4 10 0.327 0.063 148.0 635.0 GA 4 10 0.417 0.058 164.0 609.0 FLA 4 10 0.368 0.077 233.0 930.0 KY 4 10 0.557 0.117 141.0 792.0 TENN 4 10 0.507 0.140 118.0 669.0 2A-2 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-3 Economic Subgroup (NUREG/CR-2326, pg 2-22) (Continued)
ALA 4 10 0.400 0.041 144.0 515.0 MISS 4 10 0.475 0.047 135.0 520.0 ARK 4 10 0.494 0.030 158.0 691.0 LA 4 10 0.332 0.087 137.0 763.0 OKLA 4 10 0.782 0.051 68.0 442.0 TEXAS 4 10 0.811 0.053 54.0 354.0 MONTANA 5 9 0.658 0.026 20.0 186.0 IDAHO 5 9 0.894 0.114 93.0 485.0 WYOMING 5 9 0.560 0.024 15.0 119.0 COLORADO 4 10 0.570 0.039 69.0 332.0 N.MEXICO 4 10 0.600 0.056 21.0 100.0 ARIZONA 4 10 0.556 0.069 36.0 134.0 UTAH 4 10 0.236 0.215 36.0 265.0 NEVADA 4 10 0.127 0.117 19.0 104.0 WASH 5 9 0.369 0.138 132.0 586.0 OREGON 5 9 0.300 0.093 68.0 330.0 CALIF 4 10 0.318 0.119 316.0 936.0 NOVA SCO 5 9 0.0 0.0 0.0 0.0 QUEBEC 5 9 0.0 0.0 0.0 0.0 ONTARIO 5 9 0.0 0.0 0.0 0.0 BAJA CAL 5 9 0.0 0.0 0.0 0.0 SONORA 5 9 0.0 0.0 0.0 0.0 CHIHUAHU 5 9 0.0 0.0 0.0 0.0 Table 2A-4 Population Subgroup (NUREG/CR-2326, pg 2-26)
To be supplied by utility for specified spatial mesh above.
Table 2A-5 Topography Subgroup, (NUREG/CR-2326, pg 2-33)
To be supplied by utility for specified spatial mesh above.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 2A-3
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-6 Isotopic Subgroup (NUREG/CR-2326, pg 2-37)
ISOTOPE 54 NO EVALUATED FOR 3926MWT CINDR SOURCE CO-58 7 3.730E+05 7.130E+01 1.000E-02 1.000E-04 0.5 OF GESSAR CO-60 7 2.247E+03 1.921E+03 1.000E-02 1.000E-04 0.5 OF GESSAR KR-85 1 1.184E+06 3.919E+03 0. 0.
KR-85M 1 2.644E+07 1.867E-01 0. 0.
KR-87 1 5.070E+07 5.278E-02 0. 0.
KR-88 1 7.185E+07 1.167E-01 0. 0.
RB-86 4 1.844E+05 1.865E+01 1.000E-02 1.000E-04 SR-89 6 9.700E+07 5.200E+01 1.000E-02 1.000E-04 SR-90 6 1.014E+07 1.026E+04 1.000E-02 1.000E-04 SR-91 6 1.242E+08 3.950E-01 1.000E-02 1.000E-04 Y-90 8 SR-90 1.094E+07 2.670E+00 1.000E-02 1.000E-04 Y-91 8 SR-91 1.263E+08 5.880E+01 1.000E-02 1.000E-04 ZR-95 8 1.735E+08 6.550E+01 1.000E-02 1.000E-04 ZR-97 8 1.781E+08 7.000E-01 1.000E-02 1.000E-04 NB-95 8 ZR-95 1.734E+08 3.510E+01 1.000E-02 1.000E-04 MO-99 7 1.966E+08 2.751E+00 1.000E-02 1.000E-04 TC-99M 7 MO-99 1.696E+08 2.508E-01 1.000E-02 1.000E-04 RU-103 7 1.664E+08 3.959E+01 1.000E-02 1.000E-04 RU-105 7 1.174E+08 1.850E-01 1.000E-02 1.000E-04 RU-106 7 5.909E+07 3.690E+02 1.000E-02 1.000E-04 RH-105 7 RU-105 9.907E+07 1.479E+00 1.000E-02 1.000E-04 SB-127 5 8.969E+06 3.800E+00 1.000E-02 1.000E-04 SB-129 5 3.172E+07 1.808E-01 1.000E-02 1.000E-04 TE-127 5 SB-127 8.853E+06 3.896E-01 1.000E-02 1.000E-04 TE-127M 5 1.339E+06 1.090E+02 1.000E-02 1.000E-04 TE-129 5 SB-129 2.983E+07 4.861E-02 1.000E-02 1.000E-04 TE-129M 5 8.090E+06 3.340E+01 1.000E-02 1.000E-04 TE-131M 5 1.464E+07 1.250E+00 1.000E-02 1.000E-04 TE-132 5 1.488E+08 3.250E+00 1.000E-02 1.000E-04 I-131 3 TE-131M 1.033E+08 8.040E+00 1.000E-02 1.000E-04 I-132 3 TE-132 1.510E+08 9.521E-02 1.000E-02 1.000E-04 I-133 3 2.160E+08 8.667E-01 1.000E-02 1.000E-04 2A-4 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-6 Isotopic Subgroup (NUREG/CR-2326, pg 2-37) (Continued)
I-134 3 2.378E+08 3.653E-02 1.000E-02 1.000E-04 I-135 3 2.039E+08 2.744E-01 1.000E-02 1.000E-04 XE-133 1 I-133 2.170E+08 5.290E+00 0. 0.
XE-135 1 I-135 3.806E+07 3.821E-01 0. 0.
CS-134 4 2.103E+07 7.524E+02 1.000E-02 1.000E-04 CS-136 4 4.630E+06 1.300E+01 1.000E-02 1.000E-04 CS-137 4 1.305E+07 1.099E+04 1.000E-02 1.000E-04 BA-140 6 1.863E+08 1.279E+01 1.000E-02 1.000E-04 LA-140 8 BA-140 1.974E+08 1.676E+00 1.000E-02 1.000E-04 CE-141 8 1.727E+08 3.253E+01 1.000E-02 1.000E-04 CE-143 8 1.629E+08 1.375E+00 1.000E-02 1.000E-04 CE-144 8 1.387E+08 2.844E+02 1.000E-02 1.000E-04 PR-143 8 CE-143 1.612E+08 1.358E+01 1.000E-02 1.000E-04 ND-147 8 7.103E+07 1.099E+01 1.000E-02 1.000E-04 NP-239 8 2.401E+09 2.350E+00 1.000E-02 1.000E-04 PU-238 8 CM-242 6.224E+05 3.251E+04 1.000E-02 1.000E-04 PU-239 8 NP-239 5.364E+04 8.912E+06 1.000E-02 1.000E-04 PU-240 8 CM-244 8.826E+04 2.469E+06 1.000E-02 1.000E-04 PU-241 8 2.121E+07 5.333E+03 1.000E-02 1.000E-04 AM-241 8 PU-241 1.726E+04 1.581E+05 1.000E-02 1.000E-04 CM-242 8 1.260E+07 1.630E+02 1.000E-02 1.000E-04 CM-244 8 2.885E+05 6.611E+03 1.000E-02 1.000E-04 Table 2A-7 Leakage Subgroup (NUREG/CR-2326, pg 2-41)
(This group input as a dummy in reference deck and overwritten by individual cases.)
(See Individual Cases)
LEAKAGE 1 NO DUMMY INPUT-OVERLAYED IN ACTUAL RUN SEE TABLE 2A-15 ABWR CS1 1.0 31.9 2.78 1.5 4.0E+07 10.
1.0E+00 0.8 0.8 1.0E-03 1.1E-03 2.6E-04 1.5E-07 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 2A-5
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-8 Dispersion Subgroup (NUREG/CR-2326, pg 2-45)
DISPERSION 54.0 37.7 4 0 0 Table 2A-9 Evacuation Subgroup (NUREG/CR-2326, pg 2-47)
EVACUATE 2 NO NO 0.95 1.5 4.47 7.0 11263. 16. 0 2.
0.05 0. 0. 0. 0. 0. 2.
0.75 1. 0.5 0.75 0.33 0.5 0.08 2.66E-4 2.66E-4 1.33E-4 2.66E-4 8045. 90. 95. 3. 0 Table 2A-10 Acute Subgroup (NUREG/CR-2326, pg 2-53)
ACUTE 7 T MARROW 320. 400. 510. 615. .03 .5 1.
LLI WALL 2000. 5000. 5000. 5000. 1. 1. 1.
LUNG 5000. 14800. 22400. 24000. .24 .73 1.
W BODY 55. 150. 280. 370. .30 .8 0.
LUNG 3000. 3000.1 6000. 6000. .05 1.0 0.
LLI WALL 1000. 1000.1 2500. 2500. .05 1.0 0.
THYROID 1.E10 1.E10 1.E10 1.E10 1.0 1.0 0.0 2A-6 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-11 Latent Subgroup (NUREG/CR-2326, pg 2-57)
LATENT 8 10CENT EST 30. 5. 300. 2.5 T MARROW LEUKEMIA 2.836E-05 2.720E-05 1.872E-05 1.382E-05 9.720E-06 6.770E-06 4.040E-06 1.700E-06 4.900E-07 0.0 1.0 LUNG LUNG 2.749E-05 2.749E-05 2.749E-05 1.587E-05 8.130E-06 3.990E-06 1.500E-06 2.200E-07 0.0 0.0 0.5 OTHER BREAST 3.172E-05 3.172E-05 3.172E-05 1.831E-05 9.380E-06 4.600E-06 1.730E-06 2.500E-07 0.0 0.0 1.000E+09 SKELETON BONE 1.107E-05 1.064E-05 6.990E-06 3.020E-06 1.670E-06 9.100E-07 4.200E-07 1.200E-07 1.000E-08 0.0 1.0 LLI WALL GI TRK 1.688E-05 1.688E-05 1.688E-05 9.740E-06 4.990E-06 2.450E-06 9.200E-07 1.300E-07 0.0 0.0 1.0 OTHER OTHER 4.235E-05 3.557E-05 2.539E-05 1.466E-05 7.520E-06 3.690E-06 1.390E-06 2.000E-07 0.0 0.0 1.0 W BODY W BODY 1.579E-04 1.533E-04 1.274E-04 7.542E-05 4.141E-05 2.241E-05 1.000E-05 2.620E-06 5.000E-07 0.0 1.0 THYROID THYROID 3.34E-04 1.00E 09 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 2A-7
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-12 Chronic Subgroup (NUREG/CR-2326, pg 2-62)
CHRONIC EXPOSURE 6 10 1 1.000 365. 25550. 3.0 15.0 SR-90 0.0525 0.0718 RU-106 0.0397 0.0533 CS-137 0.0525 0.105 PU-238 0.0529 0.107 PU-239 0.0530 0.108 PU-240 0.0530 0.108 PU-241 0.0520 0.101 AM-241 0.0530 0.108 CM-242 0.0292 0.0327 CM-244 0.0522 0.102 3 11 1.0 365. 365. 14.0 2.0 3.3 CS-134 8.44 4.22 LUNG 6.47E+4 7.31E+4 T MARROW 6.50E+4 7.34E+4 SKELETON 6.41E+4 7.24E+4 TECL 6.41E+4 7.24E+4 ST WALL 7.40E+4 8.34E+4 SI+CONT 8.05E+4 9.09E+4 ULI WALL 7.95E+4 8.96E+4 LLI WALL 8.28E+4 9.33E+4 THYROID 6.49E+4 7.33E+4 OTHER 6.27E+4 7.08E+4 W BODY 6.32E+4 7.14E+4 TESTES 7.57E+4 8.55E+4 OVARIES 6.68E+4 7.55E+4 CS-136 2.84 1.42 LUNG 8.82E+3 8.82E+3 T MARROW 9.29E+3 9.29E+3 SKELETON 9.10E+3 9.10E+3 TECL 9.10E+3 9.10E+3 ST WALL 1.15E+4 1.15E+4 2A-8 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-12 Chronic Subgroup (NUREG/CR-2326, pg 2-62) (Continued)
SI+CONT 1.19E+4 1.19E+4 ULI WALL 1.20E+4 1.20E+4 LLI WALL 1.35E+4 1.35E+4 THYROID 9.23E+3 9.23E+3 OTHER 8.88E+3 8.88E+3 W BODY 8.96E+3 8.96E+3 TESTES 1.03E+4 1.03E+4 OVARIES 9.48E+3 9.48E+3 CS-137 8.44 4.22 LUNG 4.71E+4 5.59E+4 T MARROW 4.73E+4 5.61E+4 SKELETON 4.68E+4 5.56E+4 TECL 4.68E+4 5.56E+4 ST WALL 5.18E+4 6.13E+4 SI+CONT 5.39E+4 6.39E+4 ULI WALL 5.40E+4 6.39E+4 LLI WALL 5.64E+4 6.64E+4 THYROID 4.68E+4 5.55E+4 OTHER 4.60E+4 5.45E+4 W BODY 4.62E+4 5.49E+4 TESTES 5.18E+4 6.15E+4 OVARIES 4.81E+4 5.70E+4 2 2 1.0 365. 365. 14.0 2.0 3.3 SR-89 .397 0.402 LUNG 2.91E+3 5.81E+2 T MARROW 2.63E+4 5.26E+3 SKELETON 5.95E+4 1.19E+4 TECL 6.00E+4 1.20E+4 ST WALL 1.56E+4 3.12E+3 SI+CONT 2.73E+4 5.45E+3 ULI WALL 1.46E+5 2.91E+4 LLL WALL 4.27E+5 8.53E+4 THYROID 2.91E+3 5.81E+2 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 2A-9
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-12 Chronic Subgroup (NUREG/CR-2326, pg 2-62) (Continued)
OTHER 2.91E+3 5.81E+2 W BODY 9.55E+3 1.91E+3 TESTES 2.91E+3 5.81E+2 OVARIES 2.91E+3 5.81E+2 SR-90 .505 .588 LUNG 1.59E+4 3.18E+3 5.50E+2 1.80E+1 T MARROW 1.04E+6 2.08E+5 5.25E+4 1.29E+4 1.00E+4 3.10E+3 SKELETON 3.08E+6 6.15E+5 2.57E+5 9.81E+4 1.09E+5 4.30E+4 TECL 2.64E+6 5.27E+5 1.93E+5 6.77E+4 7.20E+4 2.76E+4 ST WALL 2.03E+4 4.05E+3 5.50E+1 1.80E+1 SI+CONT 2.64E+4 5.28E+3 5.50E+1 1.80E+1 ULI WALL 1.06E+5 2.11E+4 5.00E+1 2.00E+1 LLL WALL 4.06E+5 8.12E+4 5.00E+1 THYROID 1.59E+4 3.18E+3 5.50E+1 1.80E+1 OTHER 1.59E+4 3.18E+3 5.50E+1 1.30E+1 W BODY 2.76E+5 5.52E+4 2.03E+4 7.44E+3 8.08E+3 3.13E+3 TESTES 1.59E+4 3.18E+3 5.50E+1 1.80E+1 OVARIES 1.59E+4 3.18E+3 5.50E+1 1.80E+1 2 9 1.0 0.0 365. 14.0 0.0 10.0 I-133 1.00E-8 0.00486 LUNG 8.53E+2 1.58E+2 T MARROW 7.99E+2 1.48E+2 SKELETON 7.88E+2 1.46E+2 TECL 7.88E+2 1.46E+2 ST WALL 1.11E+4 2.06E+3 SI+CONT 2.30E+3 4.25E+2 ULI WALL 6.16E+3 1.14E+3 LLI WALL 9.83E+3 1.82E+3 THYROID 1.73E+6 3.21E+5 OTHER 9.07E+2 1.68E+2 W BODY 1.46E+3 2.70E+2 TESTES 7.13E+2 1.32E+2 OVARIES 9.99E+2 1.85E+2 2A-10 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-12 Chronic Subgroup (NUREG/CR-2326, pg 2-62) (Continued)
I-131 1.00E-8 0.692 LUNG 1.92E+3 3.56E+2 T MARROW 1.55E+3 2.87E+2 SKELETON 1.67E+3 3.10E+2 TECL 1.67E+3 3.10E+2 ST WALL 6.16E+3 1.14E+3 SI+CONT 1.79E+3 3.32E+2 ULI WALL 4.49E+3 8.32E+2 LLI WALL 1.03E+4 1.91E+3 THYROID 9.07E+6 1.68E+6 OTHER 2.20E+3 4.07E+2 W BODY 4.75E+3 8.79E+2 TESTES 7.51E+3 1.39E+2 OVARIES 1.15E+3 2.21E+2 4 2 1.000 3650. 3650. 2400. 5.0 5.0 CS-134 .164 .0547 LUNG 7.31E+4 T MARROW 7.34E+4 SKELETON 7.24E+4 TECL 7.24E+4 ST WALL 8.34E+4 SI+CONT 9.09E+4 ULI WALL 8.96E+4 LLI WALL 9.33E+4 THYROID 7.33E+4 OTHER 7.08E+4 W BODY 7.14E+4 TESTES 8.55E+4 OVARIES 7.55E+4 CS-137 .250 .0835 LUNG 5.59E+4 T MARROW 5.61E+4 SKELETON 5.56E+4 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 2A-11
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-12 Chronic Subgroup (NUREG/CR-2326, pg 2-62) (Continued)
TECL 5.56E+4 ST WALL 6.13E+4 SI+CONT 6.39E+4 ULI WALL 6.39E+4 LLI WALL 6.64E+4 THYROID 5.55E+4 OTHER 5.45E+4 W BODY 5.49E+4 TESTES 6.15E+4 OVARIES 5.70E+4 SR-89 .0136 .0068 LUNG 5.81E+2 T MARROW 5.26E+3 SKELETON 1.19E+4 TECL 1.20E+4 ST WALL 3.12E+3 SI+CONT 5.45E+3 ULI WALL 2.91E+4 LLL WALL 8.53E+4 THYROID 5.81E+2 OTHER 5.81E+2 W BODY 1.91E+3 TESTES 5.81E+2 OVARIES 5.81E+2 SR-90 1.340 0.669 LUNG 3.18E+3 5.50E+2 1.80E+1 T MARROW 2.08E+5 5.25E+4 1.29E+4 1.00E+4 3.10E+3 3.103+3 SKELETON 6.15E+5 2.57E+5 9.81E+4 1.09E+5 4.30E+4 4.30E+4 TECL 5.27E+5 1.93E+5 6.77E+4 7.20E+4 2.76E+4 2.76E+4 ST WALL 4.05E+3 5.50E+1 1.80E+1 SI+CONT 5.28E+3 5.50E+1 1.80E+1 ULI WALL 2.11E+4 5.00E+1 2.00E+1 LLL WALL 8.12E+4 5.00E+1 2A-12 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-12 Chronic Subgroup (NUREG/CR-2326, pg 2-62) (Continued)
THYROID 3.18E+3 5.50E+1 1.80E+1 OTHER 3.18E+3 5.50E+1 1.30E+1 W BODY 5.52E+4 2.03E+4 7.44E+3 8.08E+3 3.13E+3 3.13E+3 TESTES 3.18E+3 5.50E+1 1.80E+1 OVARIES 3.18E+3 5.50E+1 1.80E+1 10 11 0.333 365. 10950. 3285. 5.0 25.0 CO-58 CO-60 NB-95 ZR-95 RU-103 RU-106 I-131 CS-134 CS-136 CS-137 Table 2A-13 Scale Subgroup (NUREG/CR-2326, pg 2-72)
SCALE 36 NO 1 E02 E03 E05 E07 E01 E12 E13 E1 5 E17 E11 E22 E23 E25 E27 E21 E3 2 E33 E35 E37 E31 E42 E43 E45 E4 7 E41 E52 E53 E55 E57 E51 E62 E6 3 E65 E67 E61 E7 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 2A-13
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-14 Results Subgroup (NUREG/CCR-2326, pg 2-72)
RESULT 28 NO ACUTE FATALITIES ACUTE INJURIES POP W/BMR DS>200 RSK OF FAT-INT 2 1.0E-06 RSK OF FAT-INT 4 1.0E-06 RSK OF FAT-INT10 1.0E-06 RSK OF FAT-INT14 1.0E-06 FATAL RADIUS(MI)
RSK OF INJ-INT 2 1.0E-06 RSK OF INJ-INT14 1.0E-06 RSK OF INJ-INT18 1.0E-06 INJUR RADIUS(MI)
ACU BMR DS-INT 2 1.0E-02 ACU BMR DS-INT10 1.0E-02 ACU BMR DS-INT14 1.0E-02 ACU BMR DS-INT18 1.0E-02 ACU THY DS-INT 2 1.0E-02 ACU THY DS-INT10 1.0E-02 ACU THY DS-INT14 1.0E-02 ACU THY DS-INT18 1.0E-02 TOT LAT/INITIAL TOT LAT/TOTAL CANCER RSK-INT 2 1.0E-06 CANCER RSK-INT14 1.0E-06 CANCER RSK-INT18 1.0E-06 DECON AREA DECON DIST TOT WBODY MANREM 1.0E-02 2A-14 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
25A5675AD Revision 7 ABWR Design Control Document/Tier 2 Table 2A-15 Individual Accident Event Groups Leakage Subgroup (NUREG/CR-2326, pg 2-41)
The following are input after the basis reference deck setup as individual cases.
LEAKAGE CASE0 1.0 2.7 10.0 1.7 3.3E+05 37.0 0.0054 3.8E-06 5.1E-06 1.0E-08 1.0E-08 1.0E-08 1.0E-08 CASE1 1.0 20.0 1.0 19.2 3.3E+05 37.0 1.00 1.5E-07 1.3E-05 1.0E-08 1.0E-08 1.0E-08 1.0E-08 CASE2 1.0 19.0 1.0 18.2 3.3E+05 37.0 1.00 5.6E-06 5.6E-06 1.0E-08 1.0E-08 1.0E-08 1.0E-08 CASE3 1.0 50.0 10.0 49.2 3.3E+05 37.0 1.00 2.8E-04 2.2E-03 1.0E-08 1.0E-08 1.0E-08 1.0E-08 CASE4 1.0 20.0 1.0 19.2 3.3E+05 37.0 1.00 1.6E-03 1.6E-03 1.0E-03 1.0E-08 1.0E-08 1.0E-08 CASE5 1.0 19.0 1.0 18.2 3.3E+05 37.0 1.00 6.0E-03 5.3E-04 1.0E-08 1.0E-08 1.0E-08 1.0E-08 CASE6 1.0 19.0 10.0 18.2 3.3E+05 37.0 1.00 3.1E-02 7.7E-02 1.0E-08 1.0E-08 1.0E-08 1.0E-08 CASE7 1.0 20.0 10.0 19.2 3.3E+05 37.0 1.00 8.9E-03 9.9E-02 1.0E-08 1.0E-08 1.0E-08 1.0E-08 CASE8 1.0 2.0 10.0 1.2 1.0E+06 37.0 1.00 1.9E-01 2.5E-01 1.0E-08 1.0E-08 1.0E-08 1.0E-08 CASE9 1.0 23.6 10.0 12.2 3.3E+05 37.0 1.00 3.7E-01 3.6E-01 1.0E-08 1.0E-08 1.0E-08 1.0E-08 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 2A-15
ABWR 2A-16 Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3)
CO-58 CO-60 KR-85 KR-85M KR-87 KR-88 RB-86 SR-89 SR-90 SR-91 Y-90 Y-91 ZR-95 ZR-97 NB-95 MO-99 TC-99M RU-103 RU-105 RU-106 RH-105 TE-127 TE-127m TE-129 TE-129m TE-131m TE-132 SB-127 SB-129 I-131 I-132 I-133 I-134 I-135 XE-133 XE-135 CS-134 CS-136 CS-137 BA-140 LA-140 CE-141 CE-143 CE-144 PR-143 ND-147 NP-239 PU-238 PU-239 PU-240 PU-241 AM-241 CM-242 CM-244 LUNG
.5900e+05 .5900e+05 .2000e+04 0. 0. 0. 0.
.1030e+03 .2100e+04 .1130e+06 .2010e+00
.4600e+06 .4600e+06 .7400e+06 0. .1000e+06 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.2660e+03 .5580e+04 .2920e+06 .5670e+00
.1800e+00 .1800e+00 0. 0. 0. 0. 0.
.2300e+00 .4820e+01 .2510e+03 .4470e-03
.2100e+00 .2100e+00 0. 0. 0. 0. 0.
.9220e+01 .1300e+02 .1760e+05 .3220e-01
.9600e+00 .9600e+00 0. 0. 0. 0. 0.
.1730e+02 .1750e+02 .8400e+05 .1720e+00 Design Control Document/Tier 2
.2000e+01 .2000e+01 0. 0. 0. 0. 0.
.1110e+03 .1300e+03 .2090e+06 .4470e+00
.1400e+05 .1400e+05 0. 0. 0. 0. 0.
.9270e+01 .1730e+03 .1020e+05 .1940e-01
.7800e+04 .7800e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1600e+05 .1600e+05 .2000e+04 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
- 0. 0. 0. 0.
.4300e+04 .4300e+04 0. 0. 0. 0. 0.
.8250e+02 .1930e+03 .8580e+05 .1600e+00
.3300e+05 .3300e+05 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.2000e+06 .2000e+06 0. 0. 0. 0. 0.
.2810e+00 .5660e+01 .3080e+03 .5940e-03
.1300e+06 .1300e+06 0. 0. 0. 0. 0.
.7720e+02 .1670e+04 .8440e+05 .1520e+00
.1500e+05 .1500e+05 0. 0. 0. 0. 0.
25A5675AD Revision 7
.1310e+03 .5100e+03 .2120e+05 .4000e-01
.3100e+05 .3100e+05 0. 0. 0. 0. 0.
.7820e+02 .1540e+04 .8590e+05 .1560e+00
.1600e+05 .1600e+05 0. 0. 0. 0. 0.
.2180e+02 .2910e+03 .2080e+05 .3420e-01
.8900e+02 .8900e+02 0. 0. 0. 0. 0.
.8120e+01 .1350e+02 .1360e+05 .2540e-01 Design Control Document/Tier 2
.5400e+05 .5400e+05 0. 0. 0. 0. 0.
.5520e+02 .1090e+04 .6050e+05 .1050e+00
.2200e+04 .2200e+04 0. 0. 0. 0. 0.
.4850e+02 .7370e+02 .9200e+05 .1670e+00
.2500e+07 .2500e+07 .1400e+07 0. 0. 0. 0.
.2060e+02 .4300e+03 .2250e+05 .4060e-01
.3600e+04 .3600e+04 0. 0. 0. 0. 0.
.7530e+01 .5010e+02 .8940e+04 .1610e-01
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.1600e+04 .1600e+04 0. 0. 0. 0. 0.
.3430e+00 .7670e+00 .4980e+03 .8780e-03
.1200e+06 .1200e+06 0. 0. 0. 0. 0.
.1340e+01 .3370e+02 .1350e+04 .5610e-03
.5600e+03 .5600e+03 0. 0. 0. 0. 0.
.1810e+01 .1830e+01 .9550e+04 .1350e-01
.1500e+06 .1500e+06 0. 0. 0. 0. 0.
.1020e+02 .2220e+03 .6480e+04 .6970e-02
.1100e+05 .1100e+05 0. 0. 0. 0. 0.
.1390e+03 .8900e+03 .1590e+06 .2940e+00 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.3000e+05 .3000e+05 0. 0. 0. 0. 0.
.1690e+03 .2880e+04 .2230e+05 .4190e-01
.2500e+05 .2500e+05 0. 0. 0. 0. 0.
.7050e+02 .8650e+03 .7950e+05 .1430e+00
.3200e+04 .3200e+04 0. 0. 0. 0. 0.
.6990e+02 .9780e+02 .1360e+06 .2530e+00
.2400e+04 .2400e+04 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.4150e+02 .6630e+03 .4610e+05 .8220e-01
.1000e+04 .1000e+04 0. 0. 0. 0. 0.
.9230e+02 .1010e+03 .2700e+06 .4830e+00
.3100e+04 .3100e+04 0. 0. 0. 0. 0.
.6500e+02 .2910e+03 .8090e+05 .1460e+00
.5600e+03 .5600e+03 0. 0. 0. 0. 0.
.3870e+02 .3880e+02 .2690e+06 .5000e+00
.2500e+04 .2500e+04 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.1400e+03 .2690e+03 .2040e+06 .4000e+00
.4100e+00 .4100e+00 0. 0. 0. 0. 0.
.5750e+01 .8080e+02 .6440e+04 .6970e-02
.9400e+00 .9400e+00 0. 0. 0. 0. 0.
.1890e+02 .4160e+02 .2750e+05 .5060e-01
.4500e+05 .4500e+05 .6000e+04 0. 0. 0. 0.
.1660e+03 .3470e+04 .1810e+06 .3280e+00
.8200e+04 .8200e+04 0. 0. 0. 0. 0.
.2160e+03 .3820e+04 .2380e+06 .4440e+00
.3400e+05 .3400e+05 .6000e+04 0. 0. 0. 0.
25A5675AD Revision 7
.5840e+02 .1240e+04 .6450e+05 .1150e+00
.6300e+04 .6300e+04 0. 0. 0. 0. 0.
.3970e+02 .3460e+04 .2580e+05 .4140e-01
.1600e+05 .1600e+05 0. 0. 0. 0. 0.
.2330e+03 .1710e+04 .2730e+06 .5390e+00
.6200e+05 .6200e+05 0. 0. 0. 0. 0.
.7640e+01 .1500e+03 .8400e+04 .1500e-01 Design Control Document/Tier 2
.1300e+05 .1300e+05 0. 0. 0. 0. 0.
.3140e+02 .2000e+03 .3720e+05 .6080e-01
.2100e+07 .2100e+07 .8000e+06 0. 0. 0. 0.
.4980e+01 .1070e+03 .2250e+04 .3440e-02
.4900e+05 .4900e+05 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.3700e+05 .3700e+05 .1000e+04 0. 0. 0. 0.
.1570e+02 .2700e+03 .1740e+05 .2780e-01
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.9200e+04 .9200e+04 .1000e+03 0. 0. 0. 0.
.1870e+02 .1740e+03 .2150e+05 .2650e-01
.1200e+09 .1200e+09 .1900e+09 0. 0. 0. 0.
.5410e-01 .1140e+01 .5920e+02 .9580e-05
.1200e+09 .1200e+09 .1700e+09 0. 0. 0. 0.
.2960e-01 .6220e+00 .3240e+02 .5420e-05
.1200e+09 .1200e+09 .1700e+09 .1000e+08 0. 0. 0.
.5150e-01 .1080e+01 .5640e+02 .9170e-05
.6400e+05 .6400e+05 .4660e+06 .3000e+05 .1000e+05 .1000e+05 .1000e+05
.3530e-05 .1560e-02 .7740e-02 .2940e-09 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.1300e+09 .1300e+09 .1800e+09 0. 0. 0. .1000e+08
.4840e+01 .1020e+03 .5300e+04 .3220e-02
.7600e+08 .7600e+08 .1100e+08 0. 0. 0. 0.
.4370e-01 .9050e+00 .4790e+02 .8310e-05
.1300e+09 .1300e+09 .1800e+09 0. 0. 0. 0.
.1240e+01 .2610e+02 .1360e+04 .1070e-02 t marrow Design Control Document/Tier 2
.7950e+03 .3000e+04 .1000e+03 0. 0. 0. 0.
.1230e+03 .2500e+04 .1350e+06 .2400e+00
.2000e+04 .2100e+05 .3500e+05 .1000e+04 .1000e+04 0. 0.
.2960e+03 .6220e+04 .3250e+06 .6310e+00
.6100e+00 .6100e+00 0. 0. 0. 0. 0.
.2970e+00 .6220e+01 .3250e+03 .5780e-03
.3900e+00 .3900e+00 0. 0. 0. 0. 0.
.1570e+02 .2210e+02 .3000e+05 .5500e-01
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.1300e+01 .1300e+01 0. 0. 0. 0. 0.
.1930e+02 .1960e+02 .9370e+05 .1920e+00
.3100e+01 .3100e+01 0. 0. 0. 0. 0.
.1190e+03 .1390e+03 .2250e+06 .4830e+00
.3250e+04 .6500e+04 0. 0. 0. 0. 0.
.1090e+02 .2020e+03 .1200e+05 .2270e-01
.3350e+04 .1300e+05 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.6100e+04 .1100e+06 .4200e+06 .1300e+06 .3000e+05 .3000e+05 .1000e+05
- 0. 0. 0. 0.
25A5675AD Revision 7
.2150e+03 .3100e+03 .1000e+02 0. 0. 0. 0.
.1020e+03 .2390e+03 .1030e+06 .1930e+00
.4700e+03 .5100e+03 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1430e+04 .9200e+04 .1000e+03 0. 0. 0. 0.
.3010e+00 .6060e+01 .3300e+03 .6390e-03
.6700e+03 .3500e+04 .1000e+03 0. 0. 0. 0.
Design Control Document/Tier 2
.9460e+02 .2040e+04 .1030e+06 .1870e+00
.1900e+03 .1900e+03 0. 0. 0. 0. 0.
.1670e+03 .6520e+03 .2510e+05 .4720e-01
.5750e+03 .1400e+04 0. 0. 0. 0. 0.
.9170e+02 .1800e+04 .1010e+06 .1830e+00
.1250e+03 .1300e+03 0. 0. 0. 0. 0.
.3130e+02 .4650e+03 .2700e+05 .4440e-01 2A-21
.1100e+02 .1100e+02 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.1740e+02 .2880e+02 .2910e+05 .5420e-01
.4050e+03 .1100e+04 0. 0. 0. 0. 0.
.7160e+02 .1420e+04 .7830e+05 .1360e+00
.2400e+02 .2400e+02 0. 0. 0. 0. 0.
.6440e+02 .9990e+02 .1220e+06 .2210e+00
.4400e+03 .3600e+04 .2600e+04 0. 0. 0. 0.
.2650e+02 .5540e+03 .2910e+05 .5220e-01
.2300e+02 .2300e+02 0. 0. 0. 0. 0.
.1280e+02 .8550e+02 .1520e+05 .2740e-01
.3900e+01 .3900e+01 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.4540e+00 .1010e+01 .6590e+03 .1160e-02
.1820e+03 .7500e+03 .5000e+02 0. 0. 0. 0.
.4080e+01 .9200e+02 .4310e+04 .1790e-02
.1100e+01 .1100e+01 0. 0. 0. 0. 0.
.2420e+01 .2440e+01 .1270e+05 .1810e-01
.3750e+03 .8300e+03 .1000e+02 0. 0. 0. 0.
.1420e+02 .3070e+03 .9200e+04 .9920e-02 Design Control Document/Tier 2
.3000e+03 .3100e+03 0. 0. 0. 0. 0.
.1710e+03 .1100e+04 .1920e+06 .3560e+00
.9400e+03 .1000e+04 0. 0. 0. 0. 0.
.2170e+03 .3630e+04 .3880e+05 .7310e-01
.3100e+03 .3300e+03 0. 0. 0. 0. 0.
.9070e+02 .1110e+04 .1020e+06 .1840e+00
.4600e+02 .4600e+02 0. 0. 0. 0. 0.
.8250e+02 .1160e+03 .1600e+06 .2970e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.1500e+03 .1900e+03 0. 0. 0. 0. 0.
.5450e+02 .8730e+03 .6060e+05 .1080e+00
.5000e+02 .5000e+02 0. 0. 0. 0. 0.
.1130e+03 .1230e+03 .3290e+06 .5890e+00
.9350e+02 .9400e+02 0. 0. 0. 0. 0.
.8130e+02 .3750e+03 .1010e+06 .1830e+00
.2000e+02 .2000e+02 0. 0. 0. 0. 0.
.4550e+02 .4560e+02 .3160e+06 .5890e+00
.9100e+02 .9100e+02 0. 0. 0. 0. 0.
.1600e+03 .3180e+03 .2260e+06 .4420e+00 25A5675AD Revision 7
.1600e+01 .1600e+01 0. 0. 0. 0. 0.
.1310e+02 .1840e+03 .1470e+05 .1590e-01
.2100e+01 .2100e+01 0. 0. 0. 0. 0.
.3160e+02 .6980e+02 .4620e+05 .8470e-01
.4950e+04 .4300e+05 .5000e+04 0. 0. 0. 0.
.2030e+03 .4260e+04 .2230e+06 .4030e+00
.3550e+04 .6000e+04 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.2640e+03 .4680e+04 .2930e+06 .5420e+00
.3250e+04 .3100e+05 .6000e+04 0. 0. 0. 0.
.7560e+02 .1600e+04 .8340e+05 .1490e+00
.2100e+04 .3400e+04 0. 0. 0. 0. 0.
.5000e+02 .3980e+04 .3500e+05 .5610e-01
.6700e+03 .6800e+03 0. 0. 0. 0. 0.
.2610e+03 .1920e+04 .3070e+06 .6060e+00 2A-23
.1130e+03 .2700e+03 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.1650e+02 .3240e+03 .1810e+05 .3220e-01
.9550e+02 .1100e+03 0. 0. 0. 0. 0.
.4830e+02 .3080e+03 .5740e+05 .9360e-01
.2350e+03 .3600e+04 .5600e+04 0. 0. 0. 0.
.7840e+01 .1670e+03 .4980e+04 .7610e-02
.1780e+02 .3400e+02 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1400e+03 .1900e+03 .1000e+02 0. 0. 0. 0.
.2480e+02 .4260e+03 .2740e+05 .4390e-01
.6200e+02 .6400e+02 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.3490e+02 .3260e+03 .4020e+05 .4970e-01
.1710e+03 .6000e+04 .2240e+06 .3400e+06 .3000e+06 .2300e+06 .2000e+06
.2390e+00 .5020e+01 .2620e+03 .4250e-04
.1590e+03 .5600e+04 .2240e+06 .3500e+06 .3400e+06 .2800e+06 .3000e+06
.1190e+00 .2490e+01 .1300e+03 .2170e-04
.1640e+03 .5600e+04 .2240e+06 .3500e+06 .3500e+06 .2700e+06 .3000e+06
.2180e+00 .4570e+01 .2380e+03 .3890e-04 Design Control Document/Tier 2
.4200e-01 .6100e+01 .1790e+04 .5700e+04 .7500e+04 .8000e+04 .9000e+04
.1030e-04 .4520e-02 .2240e-01 .8530e-09
.2650e+03 .7200e+04 .2430e+06 .3800e+06 .3600e+06 .3100e+06 .3000e+06
.1400e+02 .2950e+03 .1530e+05 .9330e-02
.2030e+03 .3200e+04 .2900e+04 .1200e+04 .1200e+04 .1000e+04 .5000e+03
.2050e+00 .4250e+01 .2240e+03 .3890e-04
.2010e+03 .6600e+04 .2030e+06 .2200e+06 .1500e+06 .1000e+06 .6000e+05
.3240e+01 .6810e+02 .3560e+04 .2810e-02
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability skelton
.3300e+03 .2500e+04 .1000e+03 0. 0. 0. 0.
.1230e+03 .2500e+04 .1350e+06 .2410e+00
.8000e+03 .1800e+05 .3000e+05 .2000e+04 0. 0. 0.
.3010e+03 .6270e+04 .3290e+06 .6390e+00
.1500e+00 .1500e+00 0. 0. 0. 0. 0.
.2960e+00 .6240e+01 .3250e+03 .5780e-03
.1900e+00 .1900e+00 0. 0. 0. 0. 0.
.1580e+02 .2220e+02 .3000e+05 .5500e-01
.8300e+00 .8300e+00 0. 0. 0. 0. 0.
25A5675AD Revision 7
.1980e+02 .2000e+02 .9640e+05 .1970e+00
.1800e+01 .1800e+01 0. 0. 0. 0. 0.
.1230e+03 .1440e+03 .2310e+06 .4940e+00
.1700e+04 .6500e+04 0. 0. 0. 0. 0.
.1080e+02 .2020e+03 .1190e+05 .2270e-01
.3000e+04 .3000e+05 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
Design Control Document/Tier 2
.3800e+04 .2600e+06 .1340e+07 .6000e+06 .2000e+06 .3000e+06 .1000e+06
- 0. 0. 0. 0.
.2000e+03 .3400e+03 0. 0. 0. 0. 0.
.1020e+03 .2390e+03 .1040e+06 .1940e+00
.8600e+03 .1000e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1200e+04 .1900e+05 0. 0. 0. 0. 0.
.3080e+00 .6240e+01 .3380e+03 .6530e-03
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.2800e+03 .3300e+04 .1000e+03 0. 0. 0. 0.
.9440e+02 .2030e+04 .1040e+06 .1880e+00
.1300e+03 .1300e+03 0. 0. 0. 0. 0.
.1680e+03 .6510e+03 .2530e+05 .4750e-01
.2600e+03 .1200e+04 0. 0. 0. 0. 0.
.9150e+02 .1800e+04 .1010e+06 .1830e+00
.1000e+03 .1100e+03 0. 0. 0. 0. 0.
.3130e+02 .4650e+03 .2690e+05 .4440e-01
.1000e+02 .1000e+02 0. 0. 0. 0. 0.
.1740e+02 .2880e+02 .2910e+05 .5420e-01 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.1800e+03 .8800e+03 0. 0. 0. 0. 0.
.7160e+02 .1420e+04 .7810e+05 .1360e+00
.1700e+02 .1700e+02 0. 0. 0. 0. 0.
.6450e+02 .9960e+02 .1220e+06 .2220e+00
.1900e+03 .3400e+04 .2500e+04 0. 0. 0. 0.
.2660e+02 .5550e+03 .2900e+05 .5220e-01
.1600e+02 .1600e+02 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.1280e+02 .8500e+02 .1520e+05 .2740e-01
.5200e+01 .5200e+01 0. 0. 0. 0. 0.
.4530e+00 .1010e+01 .6600e+03 .1160e-02
.1300e+03 .1800e+04 .2000e+03 0. 0. 0. 0.
.3810e+01 .8680e+02 .4020e+04 .1670e-02
.1200e+01 .1200e+01 0. 0. 0. 0. 0.
.2410e+01 .2440e+01 .1270e+05 .1810e-01
.2600e+03 .1400e+04 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.1410e+02 .3050e+03 .9150e+04 .9830e-02
.2300e+03 .2500e+03 0. 0. 0. 0. 0.
.1720e+03 .1100e+04 .1940e+06 .3580e+00
.8000e+03 .9100e+03 0. 0. 0. 0. 0.
.2170e+03 .3640e+04 .3870e+05 .7280e-01
.2100e+03 .2600e+03 0. 0. 0. 0. 0.
.9100e+02 .1110e+04 .1020e+06 .1840e+00
.3800e+02 .3900e+02 0. 0. 0. 0. 0.
.8300e+02 .1160e+03 .1600e+06 .2990e+00
.1200e+03 .2100e+03 0. 0. 0. 0. 0.
25A5675AD Revision 7
.5450e+02 .8750e+03 .6030e+05 .1080e+00
.4700e+02 .4700e+02 0. 0. 0. 0. 0.
.1130e+03 .1230e+03 .3290e+06 .5890e+00
.9200e+02 .9200e+02 0. 0. 0. 0. 0.
.8130e+02 .3750e+03 .1010e+06 .1830e+00
.1900e+02 .1900e+02 0. 0. 0. 0. 0.
.4570e+02 .4570e+02 .3160e+06 .5890e+00 Design Control Document/Tier 2
.8700e+02 .8700e+02 0. 0. 0. 0. 0.
.1620e+03 .3220e+03 .2300e+06 .4500e+00
.3600e+00 .3600e+00 0. 0. 0. 0. 0.
.1300e+02 .1820e+03 .1450e+05 .1570e-01
.7200e+00 .7200e+00 0. 0. 0. 0. 0.
.3170e+02 .6990e+02 .4620e+05 .8470e-01
.2000e+04 .4200e+05 .5000e+04 0. 0. 0. 0.
.2030e+03 .4260e+04 .2230e+06 .4030e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.2000e+04 .5900e+04 0. 0. 0. 0. 0.
.2650e+03 .4690e+04 .2930e+06 .5440e+00
.1300e+04 .3100e+05 .5000e+04 0. 0. 0. 0.
.7590e+02 .1600e+04 .8370e+05 .1490e+00
.2000e+04 .5200e+04 0. 0. 0. 0. 0.
.5030e+02 .4040e+04 .3500e+05 .5610e-01
.6700e+03 .7000e+03 0. 0. 0. 0. 0.
.2660e+03 .1950e+04 .3120e+06 .6140e+00
.6100e+02 .3200e+03 0. 0. 0. 0. 0.
.1650e+02 .3220e+03 .1810e+05 .3220e-01 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.7100e+02 .1100e+03 0. 0. 0. 0. 0.
.4790e+02 .3060e+03 .5700e+05 .9310e-01
.2000e+03 .7200e+04 .1180e+05 0. 0. 0. 0.
.7820e+01 .1670e+03 .4950e+04 .7550e-02
.2400e+02 .8600e+02 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.8500e+02 .1900e+03 .4000e+02 .1000e+02 0. 0. 0.
Design Control Document/Tier 2
.2460e+02 .4230e+03 .2720e+05 .4340e-01
.4900e+02 .5400e+02 .2600e+02 .4000e+02 .4000e+02 .3000e+02 .4000e+02
.3490e+02 .3250e+03 .4010e+05 .4950e-01
.3500e+05 .3400e+07 .1270e+09 .1900e+09 .1700e+09 .1400e+09 .1300e+09
.2260e+00 .4740e+01 .2480e+03 .4020e-04
.3300e+05 .3100e+07 .1270e+09 .2000e+09 .1900e+09 .1800e+09 .1700e+09
.1110e+00 .2340e+01 .1220e+03 .2030e-04
.3300e+05 .3200e+07 .1270e+09 .2000e+09 .1900e+09 .1800e+09 .1700e+09
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.2050e+00 .4320e+01 .2250e+03 .3660e-04
.1200e+01 .2700e+04 .9770e+06 .3120e+07 .4200e+07 .4700e+07 .4000e+07
.9460e-05 .4170e-02 .2070e-01 .7860e-09
.3900e+05 .3600e+07 .1360e+09 .2100e+09 .2000e+09 .1800e+09 .1700e+09
.1300e+02 .2720e+03 .1420e+05 .8620e-02
.4300e+05 .1800e+07 .1600e+07 .7000e+06 .7000e+06 .6000e+06 .4000e+06
.1930e+00 .4000e+01 .2120e+03 .3680e-04
.4100e+05 .3700e+07 .1160e+09 .1300e+09 .8000e+08 .5000e+08 .4000e+08
.3070e+01 .6440e+02 .3360e+04 .2670e-02 tecl 25A5675AD Revision 7
.3300e+03 .2500e+04 .1000e+03 0. 0. 0. 0.
.1300e+03 .2640e+04 .1430e+06 .2530e+00
.8000e+03 .1800e+05 .3000e+05 .2000e+04 0. 0. 0.
.3120e+03 .6540e+04 .3420e+06 .6640e+00
.3700e+00 .3700e+00 0. 0. 0. 0. 0.
.3110e+00 .6540e+01 .3410e+03 .6080e-03
.2800e+00 .2800e+00 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.1670e+02 .2360e+02 .3190e+05 .5860e-01
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.2050e+02 .2080e+02 .9990e+05 .2040e+00
.2400e+01 .2400e+01 0. 0. 0. 0. 0.
.1270e+03 .1480e+03 .2400e+06 .5140e+00
.1700e+04 .6500e+04 0. 0. 0. 0. 0.
.1150e+02 .2140e+03 .1270e+05 .2400e-01 2A-29
.3200e+04 .3000e+05 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
- 0. 0. 0. 0.
.3800e+04 .2400e+06 .1060e+07 .5000e+06 .2000e+06 .2000e+06 0.
- 0. 0. 0. 0.
.2200e+03 .3700e+03 0. 0. 0. 0. 0.
.1070e+03 .2510e+03 .1100e+06 .2030e+00
.8000e+03 .9700e+03 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1200e+04 .2000e+05 0. 0. 0. 0. 0.
.3140e+00 .6330e+01 .3440e+03 .6670e-03
.2800e+03 .3300e+04 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.9980e+02 .2150e+04 .1100e+06 .1970e+00
.1300e+03 .1300e+03 0. 0. 0. 0. 0.
.1750e+03 .6850e+03 .2640e+05 .4970e-01
.2600e+03 .1200e+04 0. 0. 0. 0. 0.
.9710e+02 .1910e+04 .1070e+06 .1940e+00
.1000e+03 .1100e+03 0. 0. 0. 0. 0.
.3320e+02 .4960e+03 .2850e+05 .4690e-01 Design Control Document/Tier 2
.1000e+02 .1000e+02 0. 0. 0. 0. 0.
.1870e+02 .3110e+02 .3140e+05 .5830e-01
.1800e+03 .8800e+03 0. 0. 0. 0. 0.
.7530e+02 .1490e+04 .8230e+05 .1430e+00
.1700e+02 .1700e+02 0. 0. 0. 0. 0.
.6780e+02 .1050e+03 .1290e+06 .2330e+00
.1900e+03 .3400e+04 .2500e+04 0. 0. 0. 0.
.2790e+02 .5820e+03 .3060e+05 .5470e-01
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.1600e+02 .1600e+02 0. 0. 0. 0. 0.
.1370e+02 .9090e+02 .1610e+05 .2920e-01
.5400e+01 .5400e+01 0. 0. 0. 0. 0.
.4770e+00 .1070e+01 .6930e+03 .1220e-02
.1300e+03 .1900e+04 .1000e+03 0. 0. 0. 0.
.4670e+01 .1050e+03 .4950e+04 .2060e-02
.1200e+01 .1200e+01 0. 0. 0. 0. 0.
.2560e+01 .2580e+01 .1350e+05 .1910e-01
.2600e+03 .1400e+04 0. 0. 0. 0. 0.
.1510e+02 .3260e+03 .9810e+04 .1060e-01 25A5675AD Revision 7
.2300e+03 .2500e+03 0. 0. 0. 0. 0.
.1810e+03 .1160e+04 .2030e+06 .3780e+00
.8000e+03 .9100e+03 0. 0. 0. 0. 0.
.2290e+03 .3830e+04 .4130e+05 .7780e-01
.2100e+03 .2600e+03 0. 0. 0. 0. 0.
.9540e+02 .1170e+04 .1080e+06 .1930e+00
.3800e+02 .3900e+02 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.8710e+02 .1220e+03 .1690e+06 .3140e+00
.1200e+03 .2100e+03 0. 0. 0. 0. 0.
.5730e+02 .9170e+03 .6370e+05 .1140e+00
.4700e+02 .4700e+02 0. 0. 0. 0. 0.
.1190e+03 .1300e+03 .3460e+06 .6190e+00
.9200e+02 .9200e+02 0. 0. 0. 0. 0.
.8540e+02 .3950e+03 .1060e+06 .1920e+00 2A-31
.1900e+02 .1900e+02 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.4810e+02 .4820e+02 .3340e+06 .6190e+00
.8700e+02 .8700e+02 0. 0. 0. 0. 0.
.1680e+03 .3340e+03 .2370e+06 .4640e+00
.9200e+00 .9200e+00 0. 0. 0. 0. 0.
.1430e+02 .2010e+03 .1600e+05 .1740e-01
.1300e+01 .1300e+01 0. 0. 0. 0. 0.
.3370e+02 .7420e+02 .4910e+05 .9030e-01
.2000e+04 .4200e+05 .5000e+04 0. 0. 0. 0.
.2140e+03 .4490e+04 .2350e+06 .4250e+00
.2000e+04 .5900e+04 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.2800e+03 .4950e+04 .3090e+06 .5750e+00
.1300e+04 .3100e+05 .5000e+04 0. 0. 0. 0.
.7940e+02 .1680e+04 .8760e+05 .1560e+00
.2100e+04 .5500e+04 0. 0. 0. 0. 0.
.5260e+02 .4180e+04 .3690e+05 .5920e-01
.6800e+03 .7100e+03 0. 0. 0. 0. 0.
.2740e+03 .2010e+04 .3210e+06 .6330e+00 Design Control Document/Tier 2
.6100e+02 .3200e+03 0. 0. 0. 0. 0.
.1790e+02 .3500e+03 .1960e+05 .3500e-01
.7200e+02 .1100e+03 0. 0. 0. 0. 0.
.5140e+02 .3280e+03 .6110e+05 .9940e-01
.1900e+03 .6700e+04 .1130e+05 0. 0. 0. 0.
.8410e+01 .1790e+03 .5400e+04 .8250e-02
.2600e+02 .9300e+02 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.8600e+02 .1900e+03 .4000e+02 0. 0. 0. 0.
.2640e+02 .4540e+03 .2930e+05 .4670e-01
.4800e+02 .5200e+02 0. 0. 0. 0. 0.
.3740e+02 .3490e+03 .4300e+05 .5310e-01
.6300e+02 .6000e+04 .2240e+06 .3400e+06 .3000e+06 .2300e+06 .3000e+06
.2790e+00 .5870e+01 .3060e+03 .4940e-04
.5900e+02 .5600e+04 .2240e+06 .3500e+06 .3400e+06 .2800e+06 .3000e+06
.1370e+00 .2880e+01 .1500e+03 .2500e-04
.5900e+02 .5700e+04 .2240e+06 .3600e+06 .3400e+06 .3700e+06 .3000e+06
.2530e+00 .5320e+01 .2780e+03 .4500e-04 25A5675AD Revision 7
.5900e-01 .1100e+02 .1990e+04 .6000e+04 .8000e+04 .8000e+04 .9000e+04
.1110e-04 .4880e-02 .2430e-01 .9220e-09
.9900e+02 .7300e+04 .2530e+06 .3900e+06 .3500e+06 .4000e+06 .3000e+06
.1520e+02 .3190e+03 .1660e+05 .1010e-01
.7600e+02 .3200e+04 .2900e+04 .1300e+04 .1100e+04 .1000e+04 .5000e+03
.2410e+00 .4990e+01 .2640e+03 .4580e-04
.7400e+02 .6600e+04 .2030e+06 .2300e+06 .1500e+06 .9000e+05 .6000e+05 Design Control Document/Tier 2
.3500e+01 .7350e+02 .3830e+04 .3030e-02 st wall
.9600e+03 .5100e+04 .1000e+03 0. 0. 0. 0.
.9530e+02 .1940e+04 .1040e+06 .1860e+00
.2300e+04 .3700e+05 .6000e+05 .3000e+04 0. 0. 0.
.2510e+03 .5260e+04 .2750e+06 .5330e+00
.1800e+00 .1800e+00 0. 0. 0. 0. 0.
.2430e+00 .5100e+01 .2660e+03 .4750e-03
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.2200e+00 .2200e+00 0. 0. 0. 0. 0.
.6800e+01 .9580e+01 .1300e+05 .2380e-01
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.1690e+02 .1710e+02 .8200e+05 .1680e+00
.2100e+01 .2100e+01 0. 0. 0. 0. 0.
.1060e+03 .1230e+03 .1990e+06 .4250e+00
.2200e+04 .7000e+04 0. 0. 0. 0. 0.
.8310e+01 .1550e+03 .9200e+04 .1740e-01
.8700e+03 .1800e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.8900e+03 .6100e+04 .2100e+04 .2000e+03 0. 0. 0.
- 0. 0. 0. 0.
.6200e+03 .6800e+03 0. 0. 0. 0. 0.
.8240e+02 .1940e+03 .8380e+05 .1560e+00
.1400e+04 .1400e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1100e+04 .1600e+04 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.2740e+00 .5520e+01 .3000e+03 .5810e-03
.9300e+03 .5700e+04 .1000e+03 0. 0. 0. 0.
.7480e+02 .1610e+04 .8170e+05 .1480e+00
.1800e+04 .1800e+04 0. 0. 0. 0. 0.
.1370e+03 .5340e+03 .2060e+05 .3890e-01
.7600e+03 .2300e+04 0. 0. 0. 0. 0.
.7010e+02 .1380e+04 .7700e+05 .1400e+00
.8500e+03 .8600e+03 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.2090e+02 .2660e+03 .2070e+05 .3420e-01
.2700e+02 .2700e+02 0. 0. 0. 0. 0.
.6250e+01 .1040e+02 .1050e+05 .1960e-01
.6600e+03 .1900e+04 0. 0. 0. 0. 0.
.5830e+02 .1160e+04 .6400e+05 .1110e+00
.3200e+03 .3200e+03 0. 0. 0. 0. 0.
.4920e+02 .7320e+02 .9370e+05 .1700e+00
.3200e+04 .7600e+04 .3400e+04 0. 0. 0. 0.
.2150e+02 .4500e+03 .2360e+05 .4250e-01
.2700e+03 .2700e+03 0. 0. 0. 0. 0.
25A5675AD Revision 7
.5560e+01 .3700e+02 .6580e+04 .1190e-01
.1600e+03 .1600e+03 0. 0. 0. 0. 0.
.3570e+00 .7980e+00 .5180e+03 .9140e-03
.5200e+03 .1500e+04 0. 0. 0. 0. 0.
.1070e+01 .2850e+02 .1050e+04 .4390e-03
.5700e+02 .5700e+02 0. 0. 0. 0. 0.
.1820e+01 .1840e+01 .9550e+04 .1360e-01 Design Control Document/Tier 2
.1200e+04 .1800e+04 0. 0. 0. 0. 0.
.1040e+02 .2260e+03 .6680e+04 .7190e-02
.1000e+04 .1000e+04 0. 0. 0. 0. 0.
.1260e+03 .8170e+03 .1440e+06 .2660e+00
.2200e+04 .2400e+04 0. 0. 0. 0. 0.
.1610e+03 .2780e+04 .1660e+05 .3110e-01
.1100e+04 .1200e+04 0. 0. 0. 0. 0.
.7150e+02 .8780e+03 .8060e+05 .1450e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.4300e+03 .4300e+03 0. 0. 0. 0. 0.
.6530e+02 .9150e+02 .1270e+06 .2360e+00
.2400e+03 .2800e+03 0. 0. 0. 0. 0.
.4330e+02 .6920e+03 .4800e+05 .8580e-01
.3700e+03 .3700e+03 0. 0. 0. 0. 0.
.9060e+02 .9940e+02 .2650e+06 .4750e+00
.3900e+03 .3900e+03 0. 0. 0. 0. 0.
.6680e+02 .2960e+03 .8310e+05 .1510e+00
.2700e+03 .2700e+03 0. 0. 0. 0. 0.
.3580e+02 .3580e+02 .2480e+06 .4610e+00 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.4200e+03 .4200e+03 0. 0. 0. 0. 0.
.1340e+03 .2520e+03 .1940e+06 .3810e+00
.4000e+00 .4000e+00 0. 0. 0. 0. 0.
.4440e+01 .6240e+02 .4970e+04 .5390e-02
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.1440e+02 .3170e+02 .2090e+05 .3860e-01
.2500e+04 .4800e+05 .6000e+04 0. 0. 0. 0.
Design Control Document/Tier 2
.1620e+03 .3390e+04 .1770e+06 .3220e+00
.2500e+04 .6900e+04 0. 0. 0. 0. 0.
.1920e+03 .3400e+04 .2120e+06 .3940e+00
.1600e+04 .3300e+05 .7000e+04 0. 0. 0. 0.
.6180e+02 .1310e+04 .6820e+05 .1220e+00
.9600e+03 .1500e+04 0. 0. 0. 0. 0.
.3950e+02 .3360e+04 .2630e+05 .4190e-01
.1700e+04 .1700e+04 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.2250e+03 .1650e+04 .2640e+06 .5190e+00
.4200e+03 .5900e+03 0. 0. 0. 0. 0.
.5890e+01 .1150e+03 .6470e+04 .1150e-01
.7800e+03 .7900e+03 0. 0. 0. 0. 0.
.2700e+02 .1720e+03 .3210e+05 .5220e-01
.2600e+04 .4000e+04 .8000e+03 0. 0. 0. 0.
.4500e+01 .9690e+02 .1740e+04 .2650e-02
.6100e+03 .6200e+03 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.6500e+03 .7300e+03 0. 0. 0. 0. 0.
25A5675AD Revision 7
.1520e+02 .2620e+03 .1690e+05 .2690e-01
.5200e+03 .5300e+03 0. 0. 0. 0. 0.
.1400e+02 .1310e+03 .1610e+05 .1990e-01
.1200e+04 .7200e+04 .2230e+06 .3400e+06 .3000e+06 .2300e+06 .2000e+06
.3520e-01 .7380e+00 .3850e+02 .6220e-05
.1100e+04 .6700e+04 .2230e+06 .3500e+06 .3400e+06 .2800e+06 .3000e+06
.2110e-01 .4420e+00 .2300e+02 .3860e-05 Design Control Document/Tier 2
.1100e+04 .6800e+04 .2230e+06 .3500e+06 .3500e+06 .2700e+06 .3000e+06
.3440e-01 .7230e+00 .3780e+02 .6140e-05
.1100e+02 .1700e+02 .1780e+04 .5600e+04 .7600e+04 .8000e+04 .8000e+04
.3050e-05 .1350e-02 .6680e-02 .2540e-09
.1300e+04 .8200e+04 .2420e+06 .3700e+06 .3600e+06 .3200e+06 .3000e+06
.4180e+01 .8780e+02 .4570e+04 .2780e-02
.1300e+04 .4500e+04 .2900e+04 .1300e+04 .1100e+04 .1200e+04 .1000e+04 2A-37
.2760e-01 .5710e+00 .3020e+02 .5250e-05
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.1300e+04 .7900e+04 .2020e+06 .2300e+06 .1400e+06 .1000e+06 .6000e+05
.1030e+01 .2160e+02 .1130e+04 .8920e-03 si+cont
.1900e+04 .2800e+04 0. 0. 0. 0. 0.
.8430e+02 .1710e+04 .9290e+05 .1640e+00
.4700e+04 .1200e+05 .1300e+05 .1000e+04 0. 0. 0.
.2170e+03 .4560e+04 .2380e+06 .4640e+00
.1800e+00 .1800e+00 0. 0. 0. 0. 0.
.1760e+00 .3680e+01 .1920e+03 .3420e-03
.2300e+00 .2300e+00 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.7330e+01 .1030e+02 .1400e+05 .2570e-01
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.1410e+02 .1420e+02 .6820e+05 .1400e+00
.2200e+01 .2200e+01 0. 0. 0. 0. 0.
.9180e+02 .1070e+03 .1720e+06 .3670e+00
.1800e+04 .6600e+04 0. 0. 0. 0. 0.
.7670e+01 .1430e+03 .8450e+04 .1600e-01 Design Control Document/Tier 2
.1200e+04 .2200e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1200e+04 .6400e+04 .2100e+04 .1000e+03 .1000e+03 0. 0.
- 0. 0. 0. 0.
.9600e+03 .1000e+04 0. 0. 0. 0. 0.
.6510e+02 .1520e+03 .6860e+05 .1270e+00
.3200e+04 .3300e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.2700e+04 .3300e+04 .1000e+03 0. 0. 0. 0.
.2270e+00 .4580e+01 .2490e+03 .4810e-03
.2000e+04 .3200e+04 0. 0. 0. 0. 0.
.6170e+02 .1330e+04 .6750e+05 .1220e+00
.3900e+04 .3900e+04 0. 0. 0. 0. 0.
.1010e+03 .3930e+03 .1700e+05 .3190e-01
.1600e+04 .1900e+04 0. 0. 0. 0. 0.
.6470e+02 .1270e+04 .7110e+05 .1290e+00
.1900e+04 .1900e+04 0. 0. 0. 0. 0.
.1700e+02 .2260e+03 .1620e+05 .2670e-01 25A5675AD Revision 7
.1100e+02 .1100e+02 0. 0. 0. 0. 0.
.6250e+01 .1040e+02 .1050e+05 .1950e-01
.1400e+04 .1700e+04 0. 0. 0. 0. 0.
.4220e+02 .8360e+03 .4630e+05 .8030e-01
.4900e+03 .4900e+03 0. 0. 0. 0. 0.
.3750e+02 .5710e+02 .7120e+05 .1290e+00
.7400e+04 .1000e+05 .3000e+04 0. 0. 0. 0.
Design Control Document/Tier 2
.1580e+02 .3300e+03 .1730e+05 .3110e-01
.5900e+03 .5900e+03 0. 0. 0. 0. 0.
.5990e+01 .3990e+02 .7090e+04 .1280e-01
.2400e+03 .2400e+03 0. 0. 0. 0. 0.
.2630e+00 .5870e+00 .3810e+03 .6720e-03
.9500e+03 .2400e+04 0. 0. 0. 0. 0.
.5160e+00 .1530e+02 .4740e+03 .1970e-03 2A-39
.3800e+02 .3800e+02 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.1390e+01 .1410e+01 .7320e+04 .1040e-01
.2200e+04 .2700e+04 0. 0. 0. 0. 0.
.7700e+01 .1670e+03 .4780e+04 .5140e-02
.1700e+04 .1700e+04 0. 0. 0. 0. 0.
.1140e+03 .7230e+03 .1300e+06 .2400e+00
.1500e+04 .1500e+04 0. 0. 0. 0. 0.
.1340e+03 .2290e+04 .1760e+05 .3310e-01
.2400e+04 .2500e+04 0. 0. 0. 0. 0.
.5480e+02 .6730e+03 .6180e+05 .1110e+00
.6500e+03 .6500e+03 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.5690e+02 .7960e+02 .1100e+06 .2060e+00
.9600e+02 .1300e+03 0. 0. 0. 0. 0.
.3170e+02 .5080e+03 .3530e+05 .6280e-01
.8700e+02 .8700e+02 0. 0. 0. 0. 0.
.7340e+02 .8040e+02 .2140e+06 .3830e+00
.1200e+03 .1200e+03 0. 0. 0. 0. 0.
.5060e+02 .2250e+03 .6300e+05 .1140e+00 Design Control Document/Tier 2
.4600e+02 .4600e+02 0. 0. 0. 0. 0.
.3170e+02 .3170e+02 .2200e+06 .4080e+00
.1300e+03 .1300e+03 0. 0. 0. 0. 0.
.1140e+03 .2170e+03 .1660e+06 .3250e+00
.4200e+00 .4200e+00 0. 0. 0. 0. 0.
.4090e+01 .5750e+02 .4580e+04 .4970e-02
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.1500e+02 .3300e+02 .2180e+05 .4000e-01
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.2500e+04 .5200e+05 .7000e+04 0. 0. 0. 0.
.1320e+03 .2770e+04 .1450e+06 .2620e+00
.2600e+04 .7500e+04 0. 0. 0. 0. 0.
.1770e+03 .3140e+04 .1960e+06 .3640e+00
.1500e+04 .3500e+05 .7000e+04 0. 0. 0. 0.
.4470e+02 .9440e+03 .4920e+05 .8780e-01
.1600e+04 .2300e+04 0. 0. 0. 0. 0.
.3100e+02 .2770e+04 .1980e+05 .3170e-01
.3600e+04 .3600e+04 0. 0. 0. 0. 0.
.1880e+03 .1380e+04 .2210e+06 .4360e+00 25A5675AD Revision 7
.1000e+04 .1100e+04 0. 0. 0. 0. 0.
.5800e+01 .1140e+03 .6380e+04 .1140e-01
.1800e+04 .1800e+04 0. 0. 0. 0. 0.
.2450e+02 .1560e+03 .2910e+05 .4750e-01
.6700e+04 .7400e+04 .4000e+03 0. 0. 0. 0.
.3870e+01 .8310e+02 .1670e+04 .2550e-02
.1500e+04 .1500e+04 0. 0. 0. 0. 0.
Design Control Document/Tier 2
- 0. 0. 0. 0.
.1600e+04 .1600e+04 0. 0. 0. 0. 0.
.1180e+02 .2030e+03 .1310e+05 .2090e-01
.1200e+04 .1200e+04 0. 0. 0. 0. 0.
.1460e+02 .1360e+03 .1680e+05 .2080e-01
.2900e+04 .9000e+04 .2310e+06 .3300e+06 .3000e+06 .2300e+06 .2000e+06
.1540e-01 .3230e+00 .1680e+02 .2730e-05 2A-41
.2700e+04 .8400e+04 .2220e+06 .3500e+06 .3400e+06 .2800e+06 .3000e+06
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.9990e-02 .2100e+00 .1090e+02 .1830e-05
.2700e+04 .8500e+04 .2210e+06 .3600e+06 .3400e+06 .2700e+06 .3000e+06
.1680e-01 .3520e+00 .1840e+02 .3000e-05
.2700e+02 .3500e+02 .1760e+04 .5600e+04 .7600e+04 .8000e+04 .8000e+04
.2110e-05 .9280e-03 .4620e-02 .1750e-09
.3100e+04 .9700e+04 .2400e+06 .3700e+06 .3600e+06 .3200e+06 .3000e+06
.2880e+01 .6060e+02 .3150e+04 .1920e-02
.3200e+04 .6500e+04 .2800e+04 .1700e+04 .1000e+04 .1000e+04 .1000e+04
.9920e-02 .2050e+00 .1090e+02 .1880e-05
.3100e+04 .9800e+04 .2000e+06 .2300e+06 .1500e+06 .9000e+05 .6000e+05 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.8240e+00 .1730e+02 .9020e+03 .7140e-03 uli wall
.3400e+04 .4500e+04 0. 0. 0. 0. 0.
.9730e+02 .1980e+04 .1070e+06 .1900e+00
.8500e+04 .1800e+05 .1700e+05 .1000e+04 0. 0. 0.
.2730e+03 .5730e+04 .3000e+06 .5830e+00
.1800e+00 .1800e+00 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.1890e+00 .3960e+01 .2070e+03 .3690e-03
.2300e+00 .2300e+00 0. 0. 0. 0. 0.
.7540e+01 .1060e+02 .1440e+05 .2640e-01
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.1900e+02 .1930e+02 .9200e+05 .1890e+00
.2200e+01 .2200e+01 0. 0. 0. 0. 0.
.1330e+03 .1550e+03 .2510e+06 .5360e+00
.2100e+04 .6900e+04 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.8950e+01 .1670e+03 .9900e+04 .1870e-01
.4900e+04 .5800e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.4200e+04 .9400e+04 .2600e+04 0. 0. 0. 0.
- 0. 0. 0. 0.
.2400e+04 .2400e+04 0. 0. 0. 0. 0.
.7380e+02 .1730e+03 .7920e+05 .1470e+00
.1700e+05 .1700e+05 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1600e+05 .1800e+05 0. 0. 0. 0. 0.
25A5675AD Revision 7
.3010e+00 .6060e+01 .3300e+03 .6390e-03
.5500e+04 .7400e+04 0. 0. 0. 0. 0.
.6960e+02 .1510e+04 .7600e+05 .1370e+00
.1300e+05 .1300e+05 0. 0. 0. 0. 0.
.1100e+03 .4290e+03 .2050e+05 .3860e-01
.3200e+04 .3600e+04 0. 0. 0. 0. 0.
.7550e+02 .1490e+04 .8300e+05 .1510e+00 Design Control Document/Tier 2
.8600e+04 .8600e+04 0. 0. 0. 0. 0.
.1830e+02 .2380e+03 .1780e+05 .2920e-01
.1300e+02 .1300e+02 0. 0. 0. 0. 0.
.6120e+01 .1020e+02 .1020e+05 .1910e-01
.4100e+04 .4500e+04 0. 0. 0. 0. 0.
.4540e+02 .9000e+03 .4980e+05 .8640e-01
.1100e+04 .1100e+04 0. 0. 0. 0. 0.
.4050e+02 .6140e+02 .7690e+05 .1390e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.4200e+05 .4700e+05 .3000e+04 0. 0. 0. 0.
.1710e+02 .3580e+03 .1880e+05 .3390e-01
.2500e+04 .2500e+04 0. 0. 0. 0. 0.
.6160e+01 .4100e+02 .7290e+04 .1320e-01
.7300e+03 .7300e+03 0. 0. 0. 0. 0.
.2820e+00 .6300e+00 .4090e+03 .7220e-03
.5500e+04 .9900e+04 0. 0. 0. 0. 0.
.6880e+00 .1920e+02 .6560e+03 .2730e-03
.2600e+02 .2600e+02 0. 0. 0. 0. 0.
.1530e+01 .1540e+01 .8020e+04 .1140e-01 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.1200e+05 .1300e+05 0. 0. 0. 0. 0.
.8410e+01 .1830e+03 .5220e+04 .5610e-02
.4900e+04 .5000e+04 0. 0. 0. 0. 0.
.1350e+03 .8530e+03 .1550e+06 .2860e+00
.3100e+04 .3200e+04 0. 0. 0. 0. 0.
.1530e+03 .2620e+04 .1810e+05 .3420e-01
.1000e+05 .1000e+05 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.6000e+02 .7360e+03 .6760e+05 .1210e+00
.1300e+04 .1300e+04 0. 0. 0. 0. 0.
.6700e+02 .9370e+02 .1310e+06 .2420e+00
.1700e+03 .2000e+03 0. 0. 0. 0. 0.
.3410e+02 .5450e+03 .3780e+05 .6750e-01
.9800e+02 .9800e+02 0. 0. 0. 0. 0.
.8450e+02 .9260e+02 .2470e+06 .4420e+00
.2300e+03 .2300e+03 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.5670e+02 .2520e+03 .7060e+05 .1280e+00
.3700e+02 .3700e+02 0. 0. 0. 0. 0.
.3720e+02 .3730e+02 .2580e+06 .4810e+00
.2100e+03 .2100e+03 0. 0. 0. 0. 0.
.1420e+03 .2680e+03 .2110e+06 .4140e+00
.4200e+00 .4200e+00 0. 0. 0. 0. 0.
.4120e+01 .5790e+02 .4620e+04 .5000e-02
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.1540e+02 .3410e+02 .2250e+05 .4140e-01
.2500e+04 .5200e+05 .6000e+04 0. 0. 0. 0.
25A5675AD Revision 7
.1500e+03 .3130e+04 .1640e+06 .2970e+00
.2500e+04 .7300e+04 0. 0. 0. 0. 0.
.2080e+03 .3670e+04 .2300e+06 .4250e+00
.1600e+04 .3500e+05 .6000e+04 0. 0. 0. 0.
.4810e+02 .1020e+04 .5300e+05 .9440e-01
.4900e+04 .5500e+04 0. 0. 0. 0. 0.
.3600e+02 .3490e+04 .2120e+05 .3390e-01 Design Control Document/Tier 2
.1100e+05 .1100e+05 0. 0. 0. 0. 0.
.2410e+03 .1770e+04 .2820e+06 .5580e+00
.5200e+04 .5300e+04 0. 0. 0. 0. 0.
.5710e+01 .1120e+03 .6270e+04 .1120e-01
.7600e+04 .7600e+04 0. 0. 0. 0. 0.
.2650e+02 .1690e+03 .3140e+05 .5110e-01
.3900e+05 .4200e+05 .1000e+04 0. 0. 0. 0.
.4680e+01 .1010e+03 .1660e+04 .2530e-02
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.8700e+04 .8800e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.7800e+04 .7800e+04 0. 0. 0. 0. 0.
.1250e+02 .2150e+03 .1380e+05 .2210e-01
.5600e+04 .5600e+04 0. 0. 0. 0. 0.
.1480e+02 .1380e+03 .1700e+05 .2100e-01
.1700e+05 .2400e+05 .2260e+06 .3400e+06 .2900e+06 .2200e+06 .3000e+06
.1630e-01 .3430e+00 .1790e+02 .2890e-05
.1600e+05 .2200e+05 .2280e+06 .3500e+06 .3300e+06 .3700e+06 .2000e+06
.1150e-01 .2410e+00 .1250e+02 .2100e-05 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.1600e+05 .2300e+05 .2270e+06 .3500e+06 .3400e+06 .3600e+06 .3000e+06
.1770e-01 .3730e+00 .1940e+02 .3170e-05
.1600e+03 .1800e+03 .1820e+04 .5600e+04 .7400e+04 .8000e+04 .8000e+04
.2340e-05 .1030e-02 .5120e-02 .1940e-09
.1800e+05 .2600e+05 .2440e+06 .3700e+06 .3600e+06 .3000e+06 .3000e+06
.3200e+01 .6730e+02 .3500e+04 .2130e-02
.1900e+05 .2300e+05 .2000e+04 .2000e+04 .1000e+04 .1000e+04 .1000e+04 Design Control Document/Tier 2
.1080e-01 .2230e+00 .1180e+02 .2040e-05
.1800e+05 .2600e+05 .2040e+06 .2300e+06 .1400e+06 .1000e+06 .6000e+05
.8670e+00 .1820e+02 .9460e+03 .7500e-03 lli wall
.4280e+04 .4650e+04 0. 0. 0. 0. 0.
.7270e+02 .1480e+04 .7970e+05 .1420e+00
.1010e+05 .1230e+05 .3920e+04 0. 0. 0. 0.
.2170e+03 .4540e+04 .2370e+06 .4610e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.6120e-01 .6120e-010 0. 0. 0. 0. 0.
.1760e+00 .3680e+01 .1920e+03 .3420e-03
.9460e-01 .9460e-010 0. 0. 0. 0. 0.
.5760e+01 .8110e+01 .1100e+05 .2020e-01
.8100e+00 .8100e+00 0. 0. 0. 0. 0.
.1440e+02 .1460e+02 .6990e+05 .1430e+00
.2070e+01 .2070e+01 0. 0. 0. 0. 0.
.9500e+02 .1110e+03 .1790e+06 .3830e+00
.1400e+04 .3900e+04 0. 0. 0. 0. 0.
.6390e+01 .1190e+03 .7040e+04 .1330e-01 25A5675AD Revision 7
.6860e+04 .6860e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.9100e+04 .1300e+05 .1300e+04 0. 0. 0. 0.
- 0. 0. 0. 0.
.1430e+04 .1480e+04 0. 0. 0. 0. 0.
.6240e+02 .1470e+03 .6470e+05 .1210e+00
.2600e+05 .2600e+05 0. 0. 0. 0. 0.
Design Control Document/Tier 2
- 0. 0. 0. 0.
.2300e+05 .2600e+05 0. 0. 0. 0. 0.
.2540e+00 .5120e+01 .2790e+03 .5390e-03
.3920e+04 .4480e+04 0. 0. 0. 0. 0.
.5580e+02 .1200e+04 .6110e+05 .1100e+00
.1100e+05 .1100e+05 0. 0. 0. 0. 0.
.1010e+03 .3920e+03 .1680e+05 .3170e-01 2A-47
.3110e+04 .3240e+04 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.5390e+02 .1060e+04 .5920e+05 .1070e+00
.7400e+04 .7770e+04 0. 0. 0. 0. 0.
.1560e+02 .2020e+03 .1520e+05 .2520e-01
.6930e+01 .6930e+01 0. 0. 0. 0. 0.
.5060e+01 .8400e+01 .8470e+04 .1580e-01
.2000e+04 .2200e+04 0. 0. 0. 0. 0.
.4220e+02 .8360e+03 .4630e+05 .8030e-01
.4920e+03 .4920e+03 0. 0. 0. 0. 0.
.3620e+02 .5430e+02 .6890e+05 .1250e+00
.8880e+05 .9620e+05 .7400e+04 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.1570e+02 .3280e+03 .1720e+05 .3080e-01
.4080e+03 .4080e+03 0. 0. 0. 0. 0.
.4710e+01 .3130e+02 .5570e+04 .1010e-01
.1790e+03 .1790e+03 0. 0. 0. 0. 0.
.2590e+00 .5800e+00 .3770e+03 .6640e-03
.3570e+04 .5040e+04 0. 0. 0. 0. 0.
.3860e+00 .1260e+02 .3330e+03 .1380e-03 Design Control Document/Tier 2
.2560e+01 .2560e+01 0. 0. 0. 0. 0.
.1330e+01 .1340e+01 .6980e+04 .9920e-02
.1500e+05 .1670e+05 0. 0. 0. 0. 0.
.7460e+01 .1620e+03 .4700e+04 .5060e-02
.5350e+04 .5350e+04 0. 0. 0. 0. 0.
.1010e+03 .6490e+03 .1160e+06 .2140e+00
.3300e+04 .3350e+04 0. 0. 0. 0. 0.
.1250e+03 .2140e+04 .1380e+05 .2610e-01
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.9100e+04 .9100e+04 0. 0. 0. 0. 0.
.5260e+02 .6460e+03 .5930e+05 .1060e+00
.4860e+03 .4860e+03 0. 0. 0. 0. 0.
.5120e+02 .7170e+02 .9990e+05 .1850e+00
.7260e+02 .7920e+02 0. 0. 0. 0. 0.
.3140e+02 .5030e+03 .3490e+05 .6220e-01
.4440e+02 .4440e+02 0. 0. 0. 0. 0.
.6930e+02 .7600e+02 .2020e+06 .3640e+00
.1520e+03 .1520e+03 0. 0. 0. 0. 0.
.5030e+02 .2220e+03 .6250e+05 .1130e+00 25A5675AD Revision 7
.1720e+02 .1720e+02 0. 0. 0. 0. 0.
.2800e+02 .2800e+02 .1940e+06 .3610e+00
.1080e+03 .1080e+03 0. 0. 0. 0. 0.
.1160e+03 .2170e+03 .1710e+06 .3330e+00
.1300e+00 .1300e+00 0. 0. 0. 0. 0.
.3280e+01 .4610e+02 .3670e+04 .3970e-02
.4850e+00 .4850e+00 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.1200e+02 .2640e+02 .1740e+05 .3190e-01
.2100e+04 .3970e+05 .5250e+04 0. 0. 0. 0.
.1220e+03 .2550e+04 .1330e+06 .2410e+00
.2320e+04 .6390e+04 0. 0. 0. 0. 0.
.1530e+03 .2710e+04 .1690e+06 .3140e+00
.9120e+03 .1730e+05 .2880e+04 0. 0. 0. 0.
.4460e+02 .9440e+03 .4920e+05 .8780e-01 2A-49
.7840e+04 .7840e+04 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.3130e+02 .2900e+04 .1920e+05 .3080e-01
.1070e+05 .1070e+05 0. 0. 0. 0. 0.
.1980e+03 .1460e+04 .2320e+06 .4580e+00
.1200e+04 .1200e+04 0. 0. 0. 0. 0.
.4680e+01 .9170e+02 .5140e+04 .9170e-02
.5760e+04 .5760e+04 0. 0. 0. 0. 0.
.2090e+02 .1330e+03 .2480e+05 .4060e-01
.8520e+05 .8520e+05 .7100e+04 0. 0. 0. 0.
.3690e+01 .7960e+02 .1350e+04 .2060e-02
.6750e+04 .6750e+04 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
- 0. 0. 0. 0.
.3990e+04 .4180e+04 0. 0. 0. 0. 0.
.1110e+02 .1910e+03 .1240e+05 .1970e-01
.1040e+04 .1040e+04 0. 0. 0. 0. 0.
.1170e+02 .1090e+03 .1340e+05 .1660e-01
.5000e+04 .6100e+04 .2290e+05 .3400e+05 .3000e+05 .2700e+05 .2000e+05
.7960e-01 .1670e+01 .8710e+02 .1410e-04 Design Control Document/Tier 2
.4600e+04 .5600e+04 .2240e+05 .3500e+05 .3400e+05 .3300e+05 .3000e+05
.3290e-01 .6910e+00 .3600e+02 .6030e-05
.4700e+04 .5700e+04 .2330e+05 .3500e+05 .3400e+05 .3200e+05 .3000e+05
.7110e-01 .1490e+01 .7790e+02 .1270e-04
- 0. 0. 0. 0. 0. 0. 0.
.1980e-05 .8720e-03 .4330e-02 .1640e-09
.5200e+04 .6400e+04 .2460e+05 .3700e+05 .3200e+05 .4000e+05 .3000e+05
.2710e+01 .5690e+02 .2960e+04 .1800e-02
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.5500e+04 .6100e+04 .3000e+03 .2000e+03 .1000e+03 .1000e+03 .1000e+03
.6920e-01 .1430e+01 .7590e+02 .1310e-04
.5200e+04 .6400e+04 .2060e+05 .2300e+05 .1500e+05 .9000e+04 .6000e+04
.7270e+00 .1530e+02 .7950e+03 .6280e-03 thyroid
.1100e+03 .3200e+04 .1000e+03 0. 0. 0. 0.
.8700e+02 .1780e+04 .9640e+05 .1710e+00
.2400e+03 .2100e+05 .3700e+05 .1000e+04 .1000e+04 0. 0.
.2510e+03 .5280e+04 .2730e+06 .5330e+00
.1800e+00 .1800e+00 0. 0. 0. 0. 0.
25A5675AD Revision 7
.2550e+00 .5380e+01 .2800e+03 .5000e-03
.2000e+00 .2000e+00 0. 0. 0. 0. 0.
.1000e+02 .1400e+02 .1890e+05 .3500e-01
.9700e+00 .9700e+00 0. 0. 0. 0. 0.
.1770e+02 .1790e+02 .8580e+05 .1740e+00
.2000e+01 .2000e+01 0. 0. 0. 0. 0.
.1080e+03 .1260e+03 .2020e+06 .4310e+00 Design Control Document/Tier 2
.5000e+03 .6500e+04 0. 0. 0. 0. 0.
.7300e+01 .1370e+03 .8060e+04 .1540e-01
.2600e+03 .1500e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1800e+03 .5900e+04 .2100e+04 .2000e+03 0. 0. 0.
- 0. 0. 0. 0.
.1300e+03 .2000e+03 0. 0. 0. 0. 0.
.8300e+02 .1950e+03 .8320e+05 .1540e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.8200e+01 .2100e+02 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.7100e+01 .3900e+03 0. 0. 0. 0. 0.
.2930e+00 .5940e+01 .3220e+03 .6220e-03
.7900e+02 .3500e+04 .1000e+03 0. 0. 0. 0.
.7240e+02 .1540e+04 .7880e+05 .1430e+00
.7700e+02 .8600e+02 0. 0. 0. 0. 0.
.1440e+03 .5580e+03 .2110e+05 .3940e-01
.8100e+02 .1300e+04 0. 0. 0. 0. 0.
.6230e+02 .1220e+04 .6830e+05 .1220e+00 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.9400e+02 .1500e+03 0. 0. 0. 0. 0.
.2420e+02 .3460e+03 .2150e+05 .3560e-01
.4600e+02 .4600e+02 0. 0. 0. 0. 0.
.1180e+02 .1970e+02 .1990e+05 .3720e-01
.5200e+02 .9600e+03 0. 0. 0. 0. 0.
.6140e+02 .1220e+04 .6710e+05 .1170e+00
.1400e+02 .1500e+02 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.5260e+02 .8010e+02 .1010e+06 .1820e+00
.4800e+02 .3600e+04 .2700e+04 0. 0. 0. 0.
.2270e+02 .4760e+03 .2480e+05 .4470e-01
.6400e+01 .9900e+01 0. 0. 0. 0. 0.
.8200e+01 .5450e+02 .9640e+04 .1730e-01
.2900e+01 .3000e+01 0. 0. 0. 0. 0.
.3830e+00 .8600e+00 .5590e+03 .9810e-03
.1600e+02 .2100e+03 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.2660e+01 .6200e+02 .2790e+04 .1150e-02
.8100e+00 .8100e+00 0. 0. 0. 0. 0.
.1960e+01 .1980e+01 .1020e+05 .1470e-01
.4300e+02 .3900e+03 0. 0. 0. 0. 0.
.1160e+02 .2500e+03 .7620e+04 .8170e-02
.4500e+04 .9500e+05 0. 0. 0. 0. 0.
.1240e+03 .8100e+03 .1410e+06 .2610e+00
.4800e+05 .9700e+05 0. 0. 0. 0. 0.
.1680e+03 .2850e+04 .2440e+05 .4580e-01
.1000e+03 .2200e+03 0. 0. 0. 0. 0.
25A5675AD Revision 7
.7430e+02 .9200e+03 .8320e+05 .1500e+00
.3700e+02 .3800e+02 0. 0. 0. 0. 0.
.6150e+02 .8700e+02 .1200e+06 .2250e+00
.1300e+06 .1100e+07 0. 0. 0. 0. 0.
.4650e+02 .7370e+03 .5150e+05 .9170e-01
.6600e+04 .6600e+04 0. 0. 0. 0. 0.
.9000e+02 .9900e+02 .2640e+06 .4720e+00 Design Control Document/Tier 2
.1200e+06 .1800e+06 0. 0. 0. 0. 0.
.6970e+02 .3150e+03 .8670e+05 .1560e+00
.1100e+04 .1100e+04 0. 0. 0. 0. 0.
.3330e+02 .3340e+02 .2300e+06 .4280e+00
.4300e+05 .4400e+05 0. 0. 0. 0. 0.
.1380e+03 .2660e+03 .1980e+06 .3890e+00
.3900e+00 .4000e+00 0. 0. 0. 0. 0.
.8900e+01 .1250e+03 .9900e+04 .1070e-01
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.9100e+00 .9100e+00 0. 0. 0. 0. 0.
.2050e+02 .4520e+02 .2980e+05 .5470e-01
.5800e+03 .4300e+05 .5000e+04 0. 0. 0. 0.
.1590e+03 .3310e+04 .1730e+06 .3140e+00
.6900e+03 .6000e+04 0. 0. 0. 0. 0.
.1860e+03 .3280e+04 .2050e+06 .3810e+00
.3600e+03 .3100e+05 .5000e+04 0. 0. 0. 0.
.6540e+02 .1380e+04 .7170e+05 .1280e+00
.2200e+03 .1200e+04 0. 0. 0. 0. 0.
.4270e+02 .3550e+04 .2880e+05 .4610e-01 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.1500e+03 .2300e+03 0. 0. 0. 0. 0.
.2370e+03 .1740e+04 .2770e+06 .5470e+00
.6000e+01 .9200e+02 0. 0. 0. 0. 0.
.1130e+02 .2200e+03 .1240e+05 .2220e-01
.1800e+02 .2500e+02 0. 0. 0. 0. 0.
.3290e+02 .2100e+03 .3900e+05 .6360e-01
.5100e+01 .3500e+03 .2600e+03 0. 0. 0. 0.
Design Control Document/Tier 2
.6060e+01 .1300e+03 .3370e+04 .5140e-02
.9300e-01 .1000e+01 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1200e+02 .6900e+02 .1000e+01 0. 0. 0. 0.
.1910e+02 .3280e+03 .2110e+05 .3360e-01
.8200e+01 .1500e+02 0. 0. 0. 0. 0.
.2270e+02 .2110e+03 .2600e+05 .3220e-01
.1800e+02 .5900e+04 .2240e+06 .3400e+06 .2900e+06 .2400e+06 .2000e+06
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.4400e-01 .9200e+00 .4820e+02 .7780e-05
.1600e+02 .5600e+04 .2240e+06 .3500e+06 .3400e+06 .2800e+06 .3000e+06
.3200e-01 .6900e+00 .3590e+02 .6000e-05
.1600e+02 .5600e+04 .2240e+06 .3500e+06 .3400e+06 .2800e+06 .3000e+06
.4500e-01 .9500e+00 .4910e+02 .7780e-05
.1700e-02 .5300e+01 .1690e+04 .5700e+04 .7600e+04 .8000e+04 .8000e+04
.4800e-05 .2120e-02 .1060e-01 .4000e-09
.2000e+02 .6500e+04 .2430e+06 .3700e+06 .3500e+06 .3300e+06 .3000e+06
.6600e+01 .1380e+03 .7270e+04 .4390e-02
.2100e+02 .3200e+04 .2800e+04 .1300e+04 .1200e+04 .1000e+04 .5000e+03 25A5675AD Revision 7
.3200e-01 .6600e+00 .3590e+02 .6110e-05
.2000e+02 .6600e+04 .2030e+06 .2200e+06 .1500e+06 .1000e+06 .6000e+05
.1740e+01 .3590e+02 .1890e+04 .1500e-02 other
.2400e+03 .3400e+04 0. 0. 0. 0. 0.
.1400e+03 .2860e+04 .1540e+06 .2750e+00
.5800e+03 .2400e+05 .4000e+05 .2000e+04 .1000e+04 0. 0.
Design Control Document/Tier 2
.3310e+03 .6960e+04 .3630e+06 .7060e+00
.3100e+00 .3100e+00 0. 0. 0. 0. 0.
.2960e+00 .6230e+01 .3250e+03 .5810e-03
.2600e+00 .2600e+00 0. 0. 0. 0. 0.
.1260e+02 .1780e+02 .2410e+05 .4430e-01
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.2200e+02 .2220e+02 .1070e+06 .2180e+00 2A-55
.2300e+01 .2300e+01 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.1410e+03 .1640e+03 .2640e+06 .5640e+00
.5000e+03 .6500e+04 0. 0. 0. 0. 0.
.1280e+02 .2380e+03 .1410e+05 .2670e-01
.2600e+03 .1500e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1800e+03 .5900e+04 .2100e+04 .2000e+03 0. 0. 0.
- 0. 0. 0. 0.
.1500e+03 .2200e+03 0. 0. 0. 0. 0.
.1080e+03 .2520e+03 .1120e+06 .2100e+00
.2000e+02 .5200e+02 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
- 0. 0. 0. 0.
.1800e+02 .9700e+03 .1000e+02 0. 0. 0. 0.
.3210e+00 .6480e+01 .3520e+03 .6810e-03
.1900e+03 .3700e+04 .1000e+03 0. 0. 0. 0.
.1030e+03 .2240e+04 .1130e+06 .2040e+00
.1700e+03 .1800e+03 0. 0. 0. 0. 0.
.1680e+03 .6580e+03 .2690e+05 .5060e-01 Design Control Document/Tier 2
.1900e+03 .1500e+04 0. 0. 0. 0. 0.
.1080e+03 .2120e+04 .1190e+06 .2150e+00
.6200e+02 .1100e+03 0. 0. 0. 0. 0.
.2930e+02 .3950e+03 .2780e+05 .4570e-01
.8200e+01 .8200e+01 0. 0. 0. 0. 0.
.1130e+02 .1880e+02 .1890e+05 .3530e-01
.1200e+03 .1100e+04 0. 0. 0. 0. 0.
.7280e+02 .1450e+04 .7810e+05 .1360e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.2400e+02 .2500e+02 0. 0. 0. 0. 0.
.6330e+02 .9670e+02 .1200e+06 .2170e+00
.7700e+02 .3700e+04 .2800e+04 0. 0. 0. 0.
.2660e+02 .5560e+03 .2920e+05 .5250e-01
.1500e+02 .2100e+02 0. 0. 0. 0. 0.
.1030e+02 .6850e+02 .1210e+05 .2190e-01
.4900e+01 .5100e+01 0. 0. 0. 0. 0.
.4480e+00 .1000e+01 .6480e+03 .1140e-02
.3100e+02 .4700e+03 0. 0. 0. 0. 0.
.5750e+01 .1260e+03 .6160e+04 .2560e-02 25A5675AD Revision 7
.1300e+01 .1300e+01 0. 0. 0. 0. 0.
.2520e+01 .2540e+01 .1320e+05 .1870e-01
.7900e+02 .7400e+03 0. 0. 0. 0. 0.
.1500e+02 .3240e+03 .9850e+04 .1060e-01
.2200e+03 .3300e+03 0. 0. 0. 0. 0.
.1870e+03 .1190e+04 .2120e+06 .3950e+00
.5000e+03 .1000e+04 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.2240e+03 .3810e+04 .3070e+05 .5770e-01
.1700e+03 .3300e+03 0. 0. 0. 0. 0.
.9240e+02 .1130e+04 .1050e+06 .1880e+00
.4900e+02 .5000e+02 0. 0. 0. 0. 0.
.9280e+02 .1300e+03 .1800e+06 .3370e+00
.8500e+02 .2700e+03 0. 0. 0. 0. 0.
.5390e+02 .8570e+03 .5970e+05 .1070e+00 2A-57
.5400e+02 .5400e+02 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.1220e+03 .1330e+03 .3560e+06 .6360e+00
.9700e+02 .1000e+03 0. 0. 0. 0. 0.
.8370e+02 .3800e+03 .1040e+06 .1870e+00
.2200e+02 .2200e+02 0. 0. 0. 0. 0.
.5200e+02 .5210e+02 .3600e+06 .6720e+00
.1000e+03 .1000e+03 0. 0. 0. 0. 0.
.1720e+03 .3340e+03 .2490e+06 .4890e+00
.6600e+00 .6900e+00 0. 0. 0. 0. 0.
.1040e+02 .1460e+03 .1170e+05 .1260e-01
.1200e+01 .1200e+01 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.2570e+02 .5680e+02 .3770e+05 .6920e-01
.5700e+03 .4100e+05 .5000e+04 0. 0. 0. 0.
.2200e+03 .4610e+04 .2420e+06 .4370e+00
.6700e+03 .5800e+04 0. 0. 0. 0. 0.
.2920e+03 .5160e+04 .3220e+06 .6000e+00
.3600e+03 .3000e+05 .6000e+04 0. 0. 0. 0.
.7540e+02 .1610e+04 .8390e+05 .1490e+00 Design Control Document/Tier 2
.3200e+03 .1400e+04 0. 0. 0. 0. 0.
.5060e+02 .4210e+04 .3430e+05 .5500e-01
.3900e+03 .5800e+03 0. 0. 0. 0. 0.
.2800e+03 .2050e+04 .3290e+06 .6470e+00
.2200e+02 .1800e+03 0. 0. 0. 0. 0.
.1110e+02 .2180e+03 .1230e+05 .2190e-01
.5400e+02 .7800e+02 0. 0. 0. 0. 0.
.4470e+02 .2850e+03 .5310e+05 .8640e-01
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.2700e+02 .1500e+04 .1900e+04 0. 0. 0. 0.
.6910e+01 .1480e+03 .3570e+04 .5440e-02
.1200e+01 .1300e+02 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.3900e+02 .1400e+03 .1000e+02 0. 0. 0. 0.
.2250e+02 .3870e+03 .2490e+05 .3980e-01
.2900e+02 .4700e+02 .1000e+01 .1000e+01. .1000e+01 0. 0.
.2710e+02 .2530e+03 .3120e+05 .3840e-01
.1900e+03 .1900e+06 .4610e+07 .4100e+07 .3100e+07 .3000e+07 .2000e+07
.2380e+01 .5000e+02 .2610e+04 .4220e-03 25A5675AD Revision 7
.1800e+03 .1800e+06 .4520e+07 .4300e+07 .4000e+07 .3000e+07 .3000e+07
.9040e+00 .1900e+02 .9890e+03 .1650e-03
.1800e+03 .1800e+06 .4520e+07 .4400e+07 .3900e+07 .3000e+07 .3000e+07
.2040e+01 .4290e+02 .2230e+04 .3620e-03
.1800e-01 .1600e+03 .3080e+05 .6300e+05 .7600e+05 .7000e+05 .6000e+05
.8010e-05 .3530e-02 .1760e-01 .6660e-09
.2200e+03 .2000e+06 .4800e+07 .4600e+07 .3400e+07 .4000e+07 .2000e+07 Design Control Document/Tier 2
.1100e+02 .2300e+03 .1200e+05 .7280e-02
.2300e+03 .9200e+05 .7800e+05 .2000e+05 .1000e+05 .1000e+05 .1000e+05
.2170e+01 .4490e+02 .2380e+04 .4120e-03
.2200e+03 .2100e+06 .4190e+07 .2800e+07 .1600e+07 .9000e+06 .3000e+06
.2330e+01 .4890e+02 .2550e+04 .2020e-02 w body
.2800e+03 .4100e+04 .1000e+03 0. 0. 0. 0.
.1100e+03 .2240e+04 .1200e+06 .2160e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.6800e+03 .3000e+05 .4900e+05 .2000e+04 .1000e+04 0. 0.
.2820e+03 .5880e+04 .3070e+06 .6000e+00
.3100e+00 .3100e+00 0. 0. 0. 0. 0.
.2420e+00 .5050e+01 .2660e+03 .4750e-03
.2600e+00 .2600e+00 0. 0. 0. 0. 0.
.1040e+02 .1470e+02 .1980e+05 .3640e-01
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.1810e+02 .1830e+02 .8760e+05 .1810e+00
.2300e+01 .2300e+01 0. 0. 0. 0. 0.
.1170e+03 .1350e+03 .2180e+06 .4670e+00 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.6000e+03 .6600e+04 0. 0. 0. 0. 0.
.9890e+01 .1850e+03 .1090e+05 .2070e-01
.4200e+03 .4100e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.3100e+03 .2800e+05 .1120e+06 .5000e+05 .2000e+05 .2000e+05 .1000e+05
- 0. 0. 0. 0.
.2200e+03 .3100e+03 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.8730e+02 .2050e+03 .9110e+05 .1690e+00
.4100e+03 .7800e+03 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.3400e+03 .5600e+04 0. 0. 0. 0. 0.
.2940e+00 .5910e+01 .3220e+03 .6250e-03
.2700e+03 .5500e+04 .1000e+03 0. 0. 0. 0.
.8180e+02 .1770e+04 .9020e+05 .1620e+00
.4600e+03 .5200e+03 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.1390e+03 .5380e+03 .2240e+05 .4220e-01
.2300e+03 .1900e+04 0. 0. 0. 0. 0.
.8340e+02 .1640e+04 .9200e+05 .1660e+00
.2400e+03 .4200e+03 0. 0. 0. 0. 0.
.2380e+02 .3250e+03 .2230e+05 .3640e-01
.9800e+01 .9800e+01 0. 0. 0. 0. 0.
.9700e+01 .1620e+02 .1640e+05 .3060e-01
.1900e+03 .1900e+04 0. 0. 0. 0. 0.
.5860e+02 .1160e+04 .6450e+05 .1110e+00
.6300e+02 .6600e+02 0. 0. 0. 0. 0.
25A5675AD Revision 7
.5190e+02 .7940e+02 .9900e+05 .1790e+00
.8300e+03 .4000e+05 .2200e+05 0. 0. 0. 0.
.2180e+02 .4560e+03 .2390e+05 .4310e-01
.6900e+02 .9600e+02 0. 0. 0. 0. 0.
.8500e+01 .5670e+02 .9990e+04 .1820e-01
.3300e+02 .3400e+02 0. 0. 0. 0. 0.
.3660e+00 .8130e+00 .5280e+03 .9360e-03 Design Control Document/Tier 2
.1400e+03 .2300e+04 .1000e+03 0. 0. 0. 0.
.2530e+01 .5840e+02 .2640e+04 .1100e-02
.9800e+01 .9800e+01 0. 0. 0. 0. 0.
.1970e+01 .1980e+01 .1020e+05 .1470e-01
.3400e+03 .3000e+04 0. 0. 0. 0. 0.
.1140e+02 .2460e+03 .7310e+04 .7830e-02
.3500e+03 .5500e+03 0. 0. 0. 0. 0.
.1500e+03 .9600e+03 .1700e+06 .3140e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.7000e+03 .1500e+04 0. 0. 0. 0. 0.
.1810e+03 .3080e+04 .2520e+05 .4750e-01
.3600e+03 .7900e+03 0. 0. 0. 0. 0.
.7510e+02 .9200e+03 .8500e+05 .1510e+00
.1000e+03 .1100e+03 0. 0. 0. 0. 0.
.7460e+02 .1040e+03 .1450e+06 .2680e+00
.1500e+03 .6000e+03 0. 0. 0. 0. 0.
.4410e+02 .7080e+03 .4910e+05 .8720e-01
.7000e+02 .7000e+02 0. 0. 0. 0. 0.
.9800e+02 .1070e+03 .2860e+06 .5110e+00 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.1800e+03 .2000e+03 0. 0. 0. 0. 0.
.6870e+02 .3110e+03 .8500e+05 .1540e+00
.3000e+02 .3000e+02 0. 0. 0. 0. 0.
.4120e+02 .4140e+02 .2860e+06 .5330e+00
.1500e+03 .1500e+03 0. 0. 0. 0. 0.
.1490e+03 .2850e+03 .2150e+06 .4190e+00
.6600e+00 .7000e+00 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.7500e+01 .1050e+03 .8410e+04 .9060e-02
.1200e+01 .1200e+01 0. 0. 0. 0. 0.
.2120e+02 .4620e+02 .3090e+05 .5670e-01
.6100e+03 .4100e+05 .6000e+04 0. 0. 0. 0.
.1760e+03 .3690e+04 .1930e+06 .3500e+00
.7100e+03 .5900e+04 0. 0. 0. 0. 0.
.2320e+03 .4100e+04 .2570e+06 .4780e+00
.4000e+03 .3000e+05 .6000e+04 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.6170e+02 .1310e+04 .6830e+05 .1220e+00
.4400e+03 .1900e+04 0. 0. 0. 0. 0.
.4230e+02 .3650e+04 .2770e+05 .4440e-01
.6200e+03 .9200e+03 0. 0. 0. 0. 0.
.2450e+03 .1800e+04 .2870e+06 .5670e+00
.1200e+03 .1100e+04 0. 0. 0. 0. 0.
.9300e+01 .1820e+03 .1020e+05 .1830e-01
.2100e+03 .3400e+03 0. 0. 0. 0. 0.
.3510e+02 .2240e+03 .4160e+05 .6810e-01
.7200e+03 .3200e+05 .1500e+05 0. 0. 0. 0.
25A5675AD Revision 7
.5630e+01 .1200e+03 .2810e+04 .4310e-02
.1600e+03 .8200e+03 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1800e+03 .7600e+03 .3000e+02 0. 0. 0. 0.
.1770e+02 .3050e+03 .1960e+05 .3140e-01
.1400e+03 .2400e+03 0. .1000e+02 0. 0. 0.
.2170e+02 .2020e+03 .2490e+05 .3080e-01 Design Control Document/Tier 2
.2000e+05 .2200e+07 .1580e+08 .1700e+08 .1500e+08 .1200e+08 .1100e+08
.2970e+00 .6200e+01 .3250e+03 .5250e-04
.1800e+05 .2000e+07 .1500e+08 .1800e+08 .1700e+08 .1600e+08 .1400e+08
.1260e+00 .2630e+01 .1370e+03 .2300e-04
.1800e+05 .2100e+07 .1590e+08 .1800e+08 .1600e+08 .1600e+08 .1500e+08
.2600e+00 .5470e+01 .2860e+03 .4640e-04
.2900e+01 .1200e+04 .9880e+05 .2800e+06 .3700e+06 .3500e+06 .4000e+06 2A-63
.4960e-05 .2210e-02 .1090e-01 .4170e-09
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.2000e+05 .2200e+07 .1680e+08 .1900e+08 .1700e+08 .1600e+08 .1500e+08
.6900e+01 .1430e+03 .7530e+04 .4560e-02
.2200e+05 .1300e+07 .3000e+06 .1000e+06 .1000e+06 0. .1000e+06
.2640e+00 .5460e+01 .2890e+03 .5000e-04
.2100e+05 .2300e+07 .1470e+08 .1100e+08 .8000e+07 .4000e+07 .3000e+07
.1650e+01 .3460e+02 .1800e+04 .1420e-02 testes
.9100e+02 .3900e+03 .1000e+02 0. 0. 0. 0.
.1030e+03 .2090e+04 .1130e+06 .2010e+00
.2000e+03 .2100e+04 .4000e+04 .2000e+03 .1000e+03 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.2300e+03 .4800e+04 .2510e+06 .4890e+00
.1800e+00 .1800e+00 0. 0. 0. 0. 0.
.2690e+00 .5660e+01 .2960e+03 .5280e-03
.2000e+00 .2000e+00 0. 0. 0. 0. 0.
.1350e+02 .1910e+02 .2590e+05 .4780e-01
.9900e+00 .9900e+00 0. 0. 0. 0. 0.
.1320e+02 .1340e+02 .6450e+05 .1320e+00 Design Control Document/Tier 2
.2100e+01 .2100e+01 0. 0. 0. 0. 0.
.7000e+02 .8100e+02 .1320e+06 .2830e+00
.5000e+03 .6500e+04 0. 0. 0. 0. 0.
.8990e+01 .1660e+03 .9810e+04 .1870e-01
.2600e+03 .1500e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1800e+03 .5900e+04 .2100e+04 .2000e+03 0. 0. 0.
- 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.1300e+03 .2000e+03 0. 0. 0. 0. 0.
.8790e+02 .2070e+03 .8840e+05 .1640e+00
.8200e+01 .2100e+02 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.7100e+01 .3800e+03 .1000e+02 0. 0. 0. 0.
.2210e+00 .4440e+01 .2420e+03 .4670e-03
.6900e+02 .3300e+03 0. 0. 0. 0. 0.
.8130e+02 .1760e+04 .8960e+05 .1610e+00
.5500e+02 .6400e+02 0. 0. 0. 0. 0.
.1500e+03 .5890e+03 .2040e+05 .3860e-01 25A5675AD Revision 7
.7100e+02 .2500e+03 0. 0. 0. 0. 0.
.7590e+02 .1490e+04 .8330e+05 .1520e+00
.2500e+02 .4200e+02 0. 0. 0. 0. 0.
.2490e+02 .3320e+03 .2390e+05 .3920e-01
.5300e+01 .5300e+01 0. 0. 0. 0. 0.
.9110e+01 .1510e+02 .1520e+05 .2840e-01
.5100e+02 .2400e+03 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.6530e+02 .1300e+04 .7100e+05 .1240e+00
.5000e+01 .5500e+01 0. 0. 0. 0. 0.
.5720e+02 .8910e+02 .1090e+06 .1970e+00
.4700e+02 .2300e+04 .1900e+04 0. 0. 0. 0.
.2380e+02 .4970e+03 .2610e+05 .4690e-01
.6300e+01 .9800e+01 0. 0. 0. 0. 0.
.1110e+02 .7370e+02 .1320e+05 .2360e-01 2A-65
.2800e+01 .2900e+01 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.4100e+00 .9140e+00 .5950e+03 .1050e-02
.1600e+02 .2000e+03 0. 0. 0. 0. 0.
.3420e+01 .7770e+02 .3600e+04 .1500e-02
.5800e+00 .5800e+00 0. 0. 0. 0. 0.
.2150e+01 .2170e+01 .1130e+05 .1610e-01
.4100e+02 .3300e+03 0. 0. 0. 0. 0.
.1260e+02 .2740e+03 .8270e+04 .8860e-02
.8300e+02 .1200e+03 0. 0. 0. 0. 0.
.1360e+03 .8860e+03 .1530e+06 .2850e+00
.3100e+03 .5900e+03 0. 0. 0. 0. 0.
Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.1840e+03 .3080e+04 .3250e+05 .6140e-01
.8900e+02 .1700e+03 0. 0. 0. 0. 0.
.8070e+02 .9950e+03 .9090e+05 .1630e+00
.2200e+02 .2200e+02 0. 0. 0. 0. 0.
.6760e+02 .9570e+02 .1320e+06 .2470e+00
.5000e+02 .8600e+02 0. 0. 0. 0. 0.
.4940e+02 .7850e+03 .5490e+05 .9750e-01 Design Control Document/Tier 2
.3700e+02 .3700e+02 0. 0. 0. 0. 0.
.9600e+02 .1050e+03 .2800e+06 .5030e+00
.7000e+02 .7200e+02 0. 0. 0. 0. 0.
.7150e+02 .3220e+03 .8880e+05 .1620e+00
.1400e+02 .1400e+02 0. 0. 0. 0. 0.
.3750e+02 .3760e+02 .2600e+06 .4830e+00
.6600e+02 .6600e+02 0. 0. 0. 0. 0.
.1250e+03 .2520e+03 .1730e+06 .3390e+00
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.3800e+00 .3800e+00 0. 0. 0. 0. 0.
.7620e+01 .1080e+03 .8520e+04 .9280e-02
.9000e+00 .9000e+00 0. 0. 0. 0. 0.
.2740e+02 .6040e+02 .4000e+05 .7360e-01
.6100e+03 .5000e+05 .6000e+04 0. 0. 0. 0.
.1760e+03 .3670e+04 .1930e+06 .3500e+00
.6700e+03 .6600e+04 0. 0. 0. 0. 0.
.2160e+03 .3820e+04 .2380e+06 .4440e+00
.3700e+03 .3400e+05 .6000e+04 0. 0. 0. 0.
.6850e+02 .1460e+04 .7630e+05 .1350e+00 25A5675AD Revision 7
.2400e+03 .1200e+04 0. 0. 0. 0. 0.
.4250e+02 .3110e+04 .3150e+05 .5060e-01
.1200e+03 .1900e+03 0. 0. 0. 0. 0.
.1990e+03 .1460e+04 .2330e+06 .4580e+00
.6500e+01 .1700e+02 0. 0. 0. 0. 0.
.8860e+01 .1730e+03 .9670e+04 .1740e-01
.1600e+02 .2300e+02 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.4070e+02 .2590e+03 .4840e+05 .7890e-01
.5500e+01 .1100e+03 .1600e+03 0. 0. 0. 0.
.4790e+01 .1030e+03 .2730e+04 .4170e-02
.9300e-01 .1000e+01 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1200e+02 .2600e+02 0. 0. 0. 0. 0.
.1940e+02 .3340e+03 .2150e+05 .3420e-01 2A-67
.8500e+01 .1400e+02 0. .1000e+01 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.2520e+02 .2350e+03 .2900e+05 .3580e-01
.6300e+02 .2100e+05 .8090e+06 .1170e+07 .1100e+07 .9000e+06 .8000e+06
.2360e+00 .4970e+01 .2600e+03 .4190e-04
.5900e+02 .2000e+05 .7900e+06 .1290e+07 .1200e+07 .1100e+07 .1100e+07
.1060e+00 .2230e+01 .1160e+03 .1940e-04
.5900e+02 .2000e+05 .8000e+06 .1280e+07 .1200e+07 .1200e+07 .1000e+07
.2080e+00 .4380e+01 .2290e+03 .3700e-04
.6200e-02 .1900e+02 .6280e+04 .1970e+05 .2700e+05 .2900e+05 .2800e+05
.4380e-05 .1940e-02 .9610e-02 .3650e-09
.7000e+02 .2300e+05 .8570e+06 .1320e+07 .1300e+07 .1200e+07 .1000e+07 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.6000e+01 .1260e+03 .6610e+04 .3980e-02
.7500e+02 .1200e+05 .1000e+05 .4000e+04 .4000e+04 .4000e+04 .3000e+04
.2100e+00 .4350e+01 .2300e+03 .3990e-04
.7100e+02 .2400e+05 .7260e+06 .8500e+06 .5000e+06 .3000e+06 .3000e+06
.1470e+01 .3080e+02 .1610e+04 .1270e-02 ovaries
.9700e+03 .2300e+04 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.6370e+02 .1290e+04 .7010e+05 .1220e+00
.2100e+04 .8500e+04 .8500e+04 .1000e+04 0. 0. 0.
.2240e+03 .4700e+04 .2440e+06 .4780e+00
.1800e+00 .1800e+00 0. 0. 0. 0. 0.
.8900e-01 .1860e+01 .9720e+02 .1720e-03
.2300e+00 .2300e+00 0. 0. 0. 0. 0.
.5700e+01 .8020e+01 .1080e+05 .1980e-01
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.1490e+02 .1510e+02 .7220e+05 .1490e+00
.2300e+01 .2300e+01 0. 0. 0. 0. 0.
.1140e+03 .1340e+03 .2160e+06 .4640e+00
.5000e+03 .6500e+04 0. 0. 0. 0. 0.
.6090e+01 .1130e+03 .6660e+04 .1260e-01
.2600e+03 .1500e+04 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1800e+03 .5900e+04 .2100e+04 .2000e+03 0. 0. 0.
- 0. 0. 0. 0.
.2300e+03 .3000e+03 0. 0. 0. 0. 0.
25A5675AD Revision 7
.4460e+02 .1020e+03 .5110e+05 .9440e-01
.8200e+01 .2100e+02 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.9500e+01 .3900e+03 .1000e+02 0. 0. 0. 0.
.2740e+00 .5480e+01 .3000e+03 .5830e-03
.7800e+03 .2300e+04 0. 0. 0. 0. 0.
.4120e+02 .9000e+03 .4530e+05 .8170e-01 Design Control Document/Tier 2
.6100e+03 .6900e+03 0. 0. 0. 0. 0.
.5600e+02 .2180e+03 .1490e+05 .2780e-01
.7800e+03 .1600e+04 0. 0. 0. 0. 0.
.5090e+02 .1010e+04 .5620e+05 .1020e+00
.2100e+03 .3400e+03 0. 0. 0. 0. 0.
.1030e+02 .1410e+03 .9720e+04 .1580e-01
.8600e+01 .8600e+01 0. 0. 0. 0. 0.
.4150e+01 .6800e+01 .6920e+04 .1290e-01
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.5300e+03 .1200e+04 0. 0. 0. 0. 0.
.2150e+02 .4200e+03 .2350e+05 .4080e-01
.5600e+02 .5900e+02 0. 0. 0. 0. 0.
.2100e+02 .3280e+02 .3940e+05 .7190e-01
.2400e+03 .2800e+04 .2000e+04 0. 0. 0. 0.
.8500e+01 .1770e+03 .9290e+04 .1670e-01
.5900e+02 .7900e+02 0. 0. 0. 0. 0.
.4640e+01 .3080e+02 .5510e+04 .9860e-02
.3400e+01 .3500e+01 0. 0. 0. 0. 0.
.1380e+00 .3120e+00 .2010e+03 .3530e-03 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.3400e+02 .2500e+03 0. 0. 0. 0. 0.
.9100e+00 .2100e+02 .9460e+03 .3920e-03
.7900e+00 .7900e+00 0. 0. 0. 0. 0.
.8400e+00 .8400e+00 .4380e+04 .6190e-02
.1000e+03 .4600e+03 0. 0. 0. 0. 0.
.4500e+01 .9800e+02 .2700e+04 .2940e-02
.5800e+03 .7600e+03 0. 0. 0. 0. 0.
Design Control Document/Tier 2
.9800e+02 .6030e+03 .1120e+06 .2090e+00
.5400e+03 .9700e+03 0. 0. 0. 0. 0.
.9900e+02 .1660e+04 .1380e+05 .2580e-01
.5300e+03 .8800e+03 0. 0. 0. 0. 0.
.3150e+02 .3920e+03 .3590e+05 .6440e-01
.7800e+02 .7900e+02 0. 0. 0. 0. 0.
.4570e+02 .6450e+02 .8940e+05 .1670e+00
.6300e+02 .1000e+03 0. 0. 0. 0. 0.
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
ABWR Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability
.1640e+02 .2640e+03 .1840e+05 .3250e-01
.4300e+02 .4300e+02 0. 0. 0. 0. 0.
.5340e+02 .5860e+02 .1550e+06 .2780e+00
.7700e+02 .8000e+02 0. 0. 0. 0. 0.
.3230e+02 .1440e+03 .4040e+05 .7250e-01
.1700e+02 .1700e+02 0. 0. 0. 0. 0.
.2560e+02 .2570e+02 .1780e+06 .3310e+00
.8300e+02 .8300e+02 0. 0. 0. 0. 0.
.1160e+03 .2170e+03 .1770e+06 .3470e+00
.4200e+00 .4300e+00 0. 0. 0. 0. 0.
25A5675AD Revision 7
.3080e+01 .4360e+02 .3450e+04 .3720e-02
.1000e+01 .1000e+01 0. 0. 0. 0. 0.
.1130e+02 .2480e+02 .1650e+05 .3000e-01
.5800e+03 .4400e+05 .5000e+04 0. 0. 0. 0.
.8900e+02 .1870e+04 .9810e+05 .1750e+00
.6500e+03 .5900e+04 0. 0. 0. 0. 0.
.1490e+03 .2640e+04 .1650e+06 .3060e+00 Design Control Document/Tier 2
.3600e+03 .3100e+05 .6000e+04 0. 0. 0. 0.
.2270e+02 .4800e+03 .2470e+05 .4440e-01
.6000e+03 .1900e+04 0. 0. 0. 0. 0.
.2400e+02 .2830e+04 .1080e+05 .1750e-01
.1100e+04 .1600e+04 0. 0. 0. 0. 0.
.2030e+03 .1490e+04 .2370e+06 .4690e+00
.1100e+03 .2000e+03 0. 0. 0. 0. 0.
.3920e+01 .7700e+02 .4300e+04 .7670e-02
Table 2A-16 File 21 Dose Conversion File (NUREG/CR-2326, pg 4-3) (Continued)
.2300e+03 .3000e+03 0. 0. 0. 0. 0.
.1800e+02 .1150e+03 .2140e+05 .3500e-01
.6000e+02 .2400e+03 .1800e+03 0. 0. 0. 0.
.3540e+01 .7610e+02 .1170e+04 .1790e-02
.9300e-01 .1000e+01 0. 0. 0. 0. 0.
- 0. 0. 0. 0.
.1800e+03 .3100e+03 0. 0. 0. 0. 0.
.7100e+01 .1200e+03 .7710e+04 .1250e-01
.1300e+03 .1900e+03 0. 0. 0. 0. 0.
.1080e+02 .1000e+03 .1240e+05 .1540e-01 Input to CRAC 2 Computer Code for Determination of ABWR Site Acceptability 25A5675AD Revision 7
.2200e+02 .6800e+04 .2630e+06 .3800e+06 .3400e+06 .3100e+06 .2000e+06
.3320e-01 .7020e+00 .3640e+02 .5920e-05
.1900e+02 .6400e+04 .2540e+06 .4000e+06 .3400e+06 .4000e+06 .3000e+06
.2020e-01 .4250e+00 .2220e+02 .3690e-05
.2100e+02 .6400e+04 .2540e+06 .4100e+06 .4300e+06 .3000e+06 .4000e+06
.3220e-01 .6770e+00 .3510e+02 .5720e-05
.2200e-02 .6000e+01 .1990e+04 .6400e+04 .8600e+04 .9000e+04 .9000e+04 Design Control Document/Tier 2
.2970e-05 .1300e-02 .6460e-02 .2460e-09
.7300e+02 .7400e+04 .2730e+06 .4300e+06 .3900e+06 .4000e+06 .3000e+06
.4060e+01 .8520e+02 .4450e+04 .2690e-02
.2600e+02 .3700e+04 .3200e+04 .1500e+04 .1300e+04 .1300e+04 .1000e+04
.2690e-01 .5590e+00 .2950e+02 .5110e-05
.2500e+02 .7500e+04 .2320e+06 .2600e+06 .1700e+06 .1100e+06 .6000e+05
.8900e+00 .1870e+02 .9720e+03 .7720e-03